Council - 14 Nov 2023 - Agenda — North Frontenac News Media

Published November 14, 2023

Word Count 14182 words

Reading Time 67 min read

Body: Council Type: Agenda Meeting: Regular Date: November 14, 2023 Collection: Council Agendas Municipality: South Frontenac

[View Document (PDF)](/docs/south-frontenac/Agendas/Council/2023/Council - 14 Nov 2023 - Agenda.pdf)

Document Text

Page 1 of 190

Township of South Frontenac Council Meeting Agenda

TIME: DATE: PLACE:

7:00 PM, Tuesday, November 14, 2023 Council Chambers/Virtual Via Zoom .

Call to Order

Resolution

Declaration of pecuniary interest and the general nature thereof

Approval of Agenda

Resolution

Scheduled Closed Session

Recess

Public Meeting

Delegations

Briefings

Representatives from Robinson Consultants will be present to speak to Council regarding Pleasant Valley Municipal Drain.

3 - 161

Representatives from J. L. Richards and Associates will be present to speak to Council regarding Verona Housing Water and Wastewater Servicing Master Plan.

162 182

Approval of Minutes

Resolution

Reports Requiring Action

Advisory Committee Reports or Minutes

Reports Requiring Approval of By-laws

Reports for Information

Committee of the Whole

Information Items

Notice of Motions

Rise and Report regarding County Council and External Boards

Announcements/Statements by Councillors

Closed Session (if requested)

Resolution - That Council resolve itself into the Committee of the Whole “Closed Meeting” to consider the following item: a) A proposed or pending acquisition or disposition of land by the

183 189

Page 2 of 190

municipality or local board - Sydenham Area b)

A proposed or pending acquisition or disposition of land by the municipality or local board - Sydenham Area

Resolution - That Council rise from the Committee of the Whole “Closed Meeting”.

Confirmatory By-law

Resolution

Adjournment

Resolution Natural, Vibrant and Growing - A Progressive Rural Leader

190

2023-11-01 Page 3 of 190

PLEASANT VALLEY MUNICIPAL DRAIN MEETING TO REVIEW THE MAINTENANCE and SECTION 65 REPORTS November 14, 2023 Presented by:

Lorne Franklin, C.E.T. Robinson Consultants Inc.

WHAT’S A MUNICIPAL DRAIN?

2023-11-01 Page 4 of 190

WHAT’S A MUNICIPAL DRAIN?  A community project, enacted under Provincial legislation and

administered by the Municipality on behalf of those landowners.  It is not “owned” by the Municipality – ownership is retained by the

individual owners along the drain.  All owners “buy” a right to convey flows across others property to a

legal and sufficient outlet that they would not otherwise have under “Common Law” and in return, agree to share in the costs of construction as well as the maintenance and upkeep of the constructed system.

INTRODUCTION  HISTORY – EXISTING DRAINAGE  Robinson Consultants Inc (RCI) was appointed by the Township

of South Frontenac to complete an Engineer’s Report on the Pleasant Valley Municipal Drain, for the subsequent subdivision of land (within the village of Hartington) under Section 65 of the Drainage Act.  The Pleasant Valley Municipal Drain was originally constructed

in in 1985 under provision of an Engineer’s Report by A.D. Revill Associates Ltd. and associated By-Law adopted by the Township of South Frontenac (1985 Report).

2023-11-01 Page 5 of 190

INTRODUCTION

INTRODUCTION  HISTORY – EXISTING DRAINAGE  In advance of the Engineer’s Report, a partial maintenance

inspection of the drain was completed by RCI in consultation with Township staff and the former Twp. Drainage Superintendent (Alan Revill), A report entitled “Inspection Report – Pleasant Valley Municipal Drain, Township of South Frontenac,” dated May 6, 2021, by Robinson Consultants Inc., was prepared and submitted.

2023-11-01 Page 6 of 190

INTRODUCTION  HISTORY – EXISTING DRAINAGE  Subsequently, the Section 65 Report was prepared and

submitted by RCI entitled “Engineer’s Report for the – Subsequent Subdivisions of Lands – Pleasant Valley Municipal Drain – Township of South Frontenac”, dated April 4, 2022. The findings of the Section 65 Report indicated that drain maintenance must be completed prior to the development (full build-out) of the subdivision and planned incorporation of the Storm Water Management (SWM) pond.

WHAT IS A S.65 REPORT?  Section 65(3)  If an owner of land that is not assessed for a drainage works subsequently

connects the land with the drainage works for the purpose of drainage, or if the nature or extent of the use of a drainage works by land assessed for the drainage works is subsequently altered, the clerk of the local municipality in which the land is situate shall instruct an engineer in writing to inspect the land and assess it for a just proportion of the drainage works, taking into account any compensation paid to the owner of the land in respect of the drainage works.  S.65 allows for the subdivision of lands and the distribution or

correction of the assessments provided there is no significant impact on the flow in the drain or on other properties

2023-11-01 Page 7 of 190

INTRODUCTION  HISTORY – EXISTING DRAINAGE  Most recently, a Maintenance Report was prepared and

submitted by RCI, entitled “Maintenance Report - Pleasant Valley Municipal Drain - Township of South Frontenac”, dated October 27, 2023. The findings of the Maintenance Report outline the recommended maintenance to be completed.

FINDINGS OF THE ENGINEER  Observation of deficiencies such as (2) beaver dams, (2)areas

of erosion, and (8) dead trees were found within the drain.  On the next slide, dead trees are indicated with an orange

arrow, areas of erosion are highlighted in blue

2023-11-01 Page 8 of 190

FINDINGS OF THE ENGINEER  Crossings (culverts) at locations prescribed by the Engineer’s

Report appeared to be in general conformance and of adequate condition.  These are typically roadway or other significant crossings and

are noted by red arrows in the following slide.

2023-11-01 Page 9 of 190

FINDINGS OF THE ENGINEER  Additional private farm crossings, not forming part of the

Engineer’s Report were observed in the inspected portion of the drain. They are noted by blue arrows in the following slide.  Typically, the 1985 Report did not allow for private culvert

crossings as the shallow nature of the drain does not support a culvert of the proper size to convey the required flow.  Fords (low-level crossings) were noted as the preferred

methodology for private crossings.

2023-11-01 Page 10 of 190

FINDINGS OF THE ENGINEER  It is not clear without further engineering and sizing if private

crossings at the know locations can be supported.  Undersized culverts can cause flooding for upstream

landowners and cause further damage to the existing Municipal Drainage system.  The recommendation is for removal of these crossings,

however, this may not be supported by the owners that require the crossing.

2023-11-01 Page 11 of 190

RECOMMENDATIONS  Maintenance is broken down into three categories:  Vegetation Management – where the existing profile is below the 1985

Profile.  Vegetation Management and Bottom Cleanout – where the existing profile is

within 0.1m of the 1985 Profile.  Full Cleanout – areas of more significant excavation, greater than 0.1m

difference between the existing and 1985 profile, will require a full cleanout to restore the profile and banks  Typically, a full cleanout is required when there is greater than 0.3m of

difference, however due to the shallow nature of the drain, it is recommended to complete a full cleanout at a lower difference.

RECOMMENDATIONS  Leaving some vegetation in place is preferred/recommended by

environmental agencies.  It is recommended that excavation and clean out be completed across

the bottom and one side only, with the opposite bank left untouched.

2023-11-01 Page 12 of 190

RECOMMENDATIONS  Maintenance is recommended for the full extent of the Drain.

The maintenance cost is estimated at $88,457.42.  It is recommended to repair the deficiencies during

maintenance work outlined within this presentation and in the Maintenance Report.  It is recommended to proceed with a culvert cleanout for the

Pedestrian Path (K&P Trail system) culvert. No other maintenance is recommended at this time on the crossings prescribed by the Engineer’s Report.

NEXT STEPS  PERMITS  Cleanout may require permits or authorizations from environmental

agencies, prior to any maintenance or construction activity, such as:  Department of Fisheries and Oceans (DFO)  Quinte Region Conservation Authority (QRCA)  Ontario Ministry of Environment Conservation and Parks (MECP) with regard to

Species at Risk (SAR)  Ontario Ministry of Environment Conservation and Parks (MECP)

 The typical in-water work window will also be defined in this section (July 15

– October 15 of any year), however, the majority of this drain would not be considered in-water work due to the shallow nature of the drain.

2023-11-01 Page 13 of 190

NEXT STEPS  PROPOSED WORK  Maintenance work is proposed to be tendered and completed in 2024. The

maintenance cost is estimated at $88,457.42.  In accordance with the Drainage Act, all costs associated with Maintenance

work are to be assessed as per the most recent assessment schedule, which would be those in the 1985 Report.  Maintenance work requires that the profile of the Municipal Drain is

returned to the 1985 Report as well.  It is recommended to provide mailouts to landowners and conduct a meeting

with the affect landowners prior to work commencing.

NEXT STEPS  Tendering, Contract Administration and Inspection are considered to be

the “duty of the Drainage Superintendent”. These costs are not recoverable/accessible to the other owners. Provided that the officially appointed Drainage Superintendent does this work, a grant of 50% of the costs may be available for the drainage Superintendent services. An amount of $17,500.00 is included within the cost estimate of $88,457.42.  In accordance with the 1985 Report, the Municipality is responsible for

approximately 1.12% of the cost (assessed for lands and roads). This represents approximately $851.49 of the remaining estimated $70,957.42 maintenance cost. The remainder ($70,105.93) is assessed to other properties within the drainage area.

2023-11-01 Page 14 of 190

GRANT ELIGIBILTY  The Ontario Ministry of Agriculture, Foods and Rural Affairs

(OMAFRA) outlines the policies and procedures with regard to the 1/3 grant available to properties determined to be “Agricultural Lands” under the Agricultural Drainage Infrastructure Program (ADIP).  In general, to be eligible for a grant, the property must be

eligible for the Farm Tax Class (FTC).

FARM TAX CLASS (FTC) To be eligible for the FTC a property must: 

Be assessed as farmland by the Municipal Property Assessment Corporation.



Used as part of an ongoing farming operation generating at least $7,000 in annual revenue.



Hold a valid Farm Business Registration Number and be registered with AgriCorp.



Have more than 50% Canadian ownership.

2023-11-01 Page 15 of 190

Questions?

Page 16 of 190

Maintenance Report Pleasant Valley Municipal Drain Township of South Frontenac

Prepared For:

The Township of South Frontenac

Prepared By: Robinson Consultants Inc. Consulting Engineers

Project No. 22037 October 2023

Page 17 of 190

October 27, 2023 Township of South Frontenac 4432 George Street, Box 100 Sydenham, ON K0H 2T0 Attention:

Troy Dunlop. C.E.T. Manager of Engineering and Capital Projects Public Services Department

Reference:

Maintenance Report Pleasant Valley Municipal Drain Township of South Frontenac Our Project No. 22037

Dear Sir: This Maintenance Report for the Pleasant Valley Municipal Drain, Township of South Frontenac, is respectfully submitted for your consideration. This Report is provided to Council in support of the recommended/required maintenance as defined in the previously submitted S.65 Engineer’s Report (Engineer’s Report for the – Subsequent Subdivisions of Lands – Pleasant Valley Municipal Drain – Township of South Frontenac, April 4, 2022, Robinson Consultants Inc.). If you have any questions, please feel free to contact the undersigned via e-mail at lfranklin@rcii.com or by cell at 613-791-1335. Yours very truly, ROBINSON CONSULTANTS INC.

Lorne Franklin, L.E.T., C.E.T., rcca, CISEC Licensed Drainage Technologist Drainage Superintendent

Page 18 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

TABLE OF CONTENTS 1.0 2.0 3.0 4.0 5.0

INTRODUCTION …………………………………………………………………………………………………….. 1 1.1 History ………………………………………………………………………………………………………… 1 REVIEW AND MAINTENANCE INSPECTION DETAILS ………………………………………………. 1 2.1 Initial Inspection Details (May 2021) ………………………………………………………………… 2 2.2 Maintenance Inspection Details (May 2022) ……………………………………………………… 2 MAINTENANCE RECOMMENDATIONS …………………………………………………………………….. 3 3.1 Culverts ………………………………………………………………………………………………………. 3 PERMITS ……………………………………………………………………………………………………………….. 4 CONCLUSIONS………………………………………………………………………………………………………. 4

LIST OF TABLES Table 3.1 Table B.1

Culvert Locations and Recommendations ………………………………………………… Page 5 Maintenance Recommendations – Pleasant Valley Municipal Drain ………. Appendix B

LIST OF APPENDICES Appendix A Appendix B Appendix C Appendix D

1985 Engineer’s Plans Inspection Photos Comparative Analysis Maintenance Cost Estimate

Project No. 22037

Page i

October 2023

Page 19 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

1.0 INTRODUCTION Robinson Consultants Inc. was appointed by the Township of South Frontenac to complete an Engineer’s Report on the Pleasant Valley Municipal Drain for the subsequent subdivision of land under Section 65 of the Ontario Drainage Act, R.S.O. 1990 c. D.17. The land use change is designated as the Hartington Subdivision. The proposed subdivision represents 31.41 ha of the 715.64 ha drainage area of the Pleasant Valley Municipal Drain. In advance of the Engineer’s Report, a maintenance inspection of the drain was completed by Robinson Consultants Inc. in consultation with Township staff and the former Twp. Drainage Superintendent (Alan Revill), A report entitled “Inspection Report – Pleasant Valley Municipal Drain, Township of South Frontenac,” dated May 6, 2021, by Robinson Consultants Inc., was prepared and submitted. Subsequently, the Section 65 Report was prepared and submitted by Robinsons Consultants Inc. entitled “Engineer’s Report for the – Subsequent Subdivisions of Lands – Pleasant Valley Municipal Drain – Township of South Frontenac”, dated April 4, 2022. The findings of the Section 65 Report indicated that drain maintenance must be completed prior to the development (full buildout) of the subdivision and planned incorporation of the Storm Water Management (SWM) pond. To facilitate the maintenance, a more thorough inspection of the drain was completed including survey, comparative analysis (survey vs. 1985 profile) and a cost estimate of the required maintenance. The findings of this inspection, analysis, and estimate are provided in the following sections. The Leonard Branch of the Pleasant Valley Municipal Drain was not inspected at that time, as per Township direction. 1.1

History

The Pleasant Valley Municipal Drain was originally constructed in 1985 under provision of an Engineer’s Report by A.D. Revill Associates Ltd. and associated By-Law adopted by the Township of South Frontenac. The date of the last maintenance (clean-out) of the Drain was reported by Mr. Revill, in attendance during the inspection of the drain, to have been completed in 1992 with a further partial clean-out in 2012 from Sta. 3+139 to 4+100. Associated reports prepared by Robinson Consultants Inc. include the following: • •

“Inspection Report – Pleasant Valley Municipal Drain, Township of South Frontenac,” dated May 6, 2021. Section 65 Report - “Engineer’s Report for the – Subsequent Subdivisions of Lands – Pleasant Valley Municipal Drain – Township of South Frontenac”, dated April 4, 2022.

A copy of the 1985 Engineer’s Plans are included in Appendix A of this report. 2.0 REVIEW AND MAINTENANCE INSPECTION DETAILS The 1985 Engineer’s Report (and current By-Law) noted a high bedrock level for this area that restricted the design channel depth and grade. As a result, the 1985 Report provides for a shallow drain but one that generally satisfied the needs of the affected properties while reducing the overall construction cost. However, due to the shallow nature of the drain, the capacity of the drain is susceptible to restrictions based on sediment, vegetation growth, fallen trees, beaver dams, or other blockages/restrictions.

Project No. 22037

Page 1

October 2023

Page 20 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

The initial visual inspection of the drain was completed from Watson Rd. (Sta. 3+139) to the upstream Limit of Construction in the Village of Hartington (Sta. 6+385) in May 2021. Maintenance Inspection of the drain was completed in May 2022 to detail the extent of maintenance requirements and document existing structure locations along the full extent of the Main Drain portion of the Pleasant Valley Municipal Drain. Findings of the surveys are detailed below. 2.1

Initial Inspection Details (May 2021)

A visual review of the Drain was completed from Watson Rd. (Sta. 3+139) to the upstream Limit of Construction in the village of Hartington (Sta. 6+385) in May 2021. The downstream extent of the Drain (Sta 0+000 to 3+139) was not inspected at that time. The inspection found the alignment and cross-sectional widths of the Drain to be in general conformity with the 1985 Engineer’s Report. However, some sedimentation and debris deposits were evident throughout the observed extent of the drain. Typically, the extent of sedimentation and debris deposits would be considered insignificant to minor, however, due to the shallow nature of the drain even minor deposition is anticipated to have an impact on the capacity of the Drain. No significant erosion of the channel banks was observed during this inspection. In non-cropped (forested or fence line) areas, moderate woody vegetation (scrub) is evident on the banks of the drain. Woody vegetation within the banks of the drain may impact channel capacity. The field located in Lot 11 Con 7 was reported to flood quite frequently with occasional damage to crops. Some evidence of recent inundation was noted at the time of inspection. No tile outlets were observed at the time of the inspection. It is noted that due to the proximity of the underlying rock, tile systems are typically not viable in this area. 2.2

Maintenance Inspection Details (May 2022)

A survey of the drain was completed from the outlet at Petworth Rd. (Sta. 0+000) to the upstream Limit of Construction in the Village of Hartington (Sta. 6+385) in May 2022. A copy of the inspection reports can be found in Appendix B. From Sta. 0+225 to 1+125 the drain was notably dry with sinkholes appearing throughout the bottom of the drain. It was also noted at Sta. 0+225 that there was water flowing through the existing bank into the drain. It is assumed that the main channel is used primarily for spring melt, while the remainder of the year the water flows under the limestone bedrock (Karst topography), but ultimately ends up in the drain. Consistent with the 1985 Report, there are minimal culverts along the drain and drive through areas (low level crossings) are used to cross the drain. Generally, where they exist along the drain, culverts are generally in good condition, however for culverts not defined in the 1985 Report it is uncertain if these culverts are properly sized. The only areas of concern are the Watson Rd. culvert (Sta. 3+100) and the Pedestrian Trail culvert (Sta. 5+750). The Watson Rd. culvert is in good condition, however there is only ~30cm between the top of the culvert and the top of the road, which could result in failure if the culvert deteriorates. The Pedestrian Trail culvert is in good condition, however there is a significant amount of sediment within the culvert that is blocking flow from upstream. Two (2) beaver dams were found at Sta. 1+350 and Sta. 1+400 which causes the drain to back up to Sta. 1+700 and causes flooding in the nearby fields.

Project No. 22037

Page 2

October 2023

Page 21 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

Additionally, erosion occurring on the existing banks was noted at Sta. 0+400, 0+875 – 0+925, and dead trees were found within the drain at Sta. 0+925, 1+000, 2+075, 2+200, 4+425, 5+375, 5+725, and 5+825. A profile conversion and comparative analysis was completed to determine the excavation required to return the drain to the 1985 profile. The results of the conversion and comparative analysis, complete with detailed maintenance recommendations, are provided in Table C.1, provided in Appendix C. 3.0 MAINTENANCE RECOMMENDATIONS Vegetation management is recommended for the full extent of the Drain. Where the current profile exceeds the prescribed 1985 profile and/or where the prescribed cross section width is not met, Vegetation Management and Bottom Cleanout is recommended. Areas of more significant excavation have been noted as “Full Cleanout.” Leaving some vegetation in place is preferred/recommended by environmental agencies for wildlife habitat and watercourse shading – as such it is recommended that excavation and clean out be completed across the bottom and one side only, with the opposite bank left untouched. For purposes of cost estimating, vegetation removal, vegetation and bottom cleanout, and full bottom cleanout is estimated at a per linear meter cost. A Detailed Cost Estimate for the proposed works/required maintenance is provided in Appendix D. 3.1

Culverts

Crossings (culverts) at locations prescribed by the Engineer’s Report appeared to be in general conformance and of adequate condition. Additional private farm crossings, not forming part of the Engineer’s Report were observed in the inspected portion of the drain. Engineering review would be required to determine if the additional crossings meet the standard 10 year return period design as prescribed by the Engineer’s report, as well as meeting installation standards For the purpose of maintenance, it is assumed that non-conforming culverts will be removed and not replaced until such time as they are sized and accommodated by a separate Engineer’s Report. A full list of culverts and associated recommendations is provided in Table 3.1 below. Table 3.1 Culvert Locations and Recommendations

0+000 2+900

Identified in 1985 Report Y Y

Petworth Road Petworth Road

3+100

Watson Road

3+700 3+825 4+625

N N N

5+100

5+750

ATV Bridge Field Crossing Field Crossing Field Crossing (Landowner Road) Pedestrian Trail (former Rail Corridor)

Location (Station)

Project No. 22037

Crossing Type

Page 3

Approximate size and Material 4-750mm HDPE 2-1800mm CSP 3500mm x 1500mm CSPA Wood 800mm CSP 2-450mm HDPE

May remain in place Removal/Engineer’s Report Removal/Engineer’s Report

650mm CSP

Removal/Engineer’s Report

1500mm x 600mm Concrete Box

Culvert cleanout

Recommendations N/A – Road Authority N/A – Road Authority N/A – Road Authority

October 2023

Page 22 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

It is recommended to proceed with a culvert cleanout for the Pedestrian Path culvert. No other maintenance is required at this time on the crossings prescribed by the Engineer’s Report. Further engineering review for the private farm crossings is recommended to determine if the crossings meet the standard 10-year design storm prescribed by the Engineer’s Report and were correctly installed. Where applicable, it is recommended that an amendment to the Engineer’s Report be initiated to incorporate the required crossings into the Report and By-Law. 4.0 PERMITS Municipal Drain cleanout may require permits or authorizations from environmental agencies. Prior to any maintenance or construction activity. It is recommended that the township seek the advice of (but not limited to) the following: • • • •

The federal Department of Fisheries and Oceans (DFO, with regard to Fish and Fish Habitat Regulations. The Quinte Region Conservation Authority (QRCA) with regard to fill, construction, alteration to waterways and wetlands regulations. The Ontario Ministry of Environment Conservation and Parks (MECP) with regard to Species at Risk (SAR) legislation/regulations. The Ontario Ministry of Natural Resources and Forestry (MNRF) with regard to other environmental legislation/regulations.

The typical in-water work window will also be defined in this section (July 15 – October 15 of any year), however, the majority of this drain would not be considered in-water work. Requirements may also be modified by any advice given by the agencies as per the above noted required consultation. 5.0 CONCLUSIONS It is recommended that maintenance be conducted as noted above prior to the development of the proposed subdivision. A cost estimate for the maintenance work is provided in Appendix D. The maintenance cost is estimated at $88,457.42. It is noted that the maintenance estimate does not provide for the replacement of culverts not prescribed by the 1985 report – inclusion of these culverts and sizing must be completed by a separate Engineer’s Report. For the purpose of this estimate it is assumed that non-conforming culverts are removed and not replaced. We trust that the information provided by this Maintenance Report is satisfactory in addressing the requirements of the Municipality. All of which is respectfully submitted, ROBINSON CONSULTANTS INC.

Lorne Franklin, L.E.T., C.E.T., rcca, CISEC Licensed Drainage Technologist Drainage Superintendent

Project No. 22037

Page 4

October 2023

Page 23 of 190

Appendix A 1985 Engineer’s Plans

Page 24 of 190

Page 25 of 190

Page 26 of 190

Appendix B Inspection Photos

. Page 27 of 190

Drainage Report

Form Name: Submitter Name: Submission Date: Location:

Drainage Report Dakota Dumont (ddumont@rcii.com) | ddumont@rcii.com Thursday, May 12, 2022 8:25 AM 350 Palladium Dr #104, Kanata, ON K2V 1A8, Canada Thursday, May 12, 2022 8:25 AM [ View Map ]

DRAINAGE REPORT Project Name Project Number Survey Date Start Time

Pleasant Valley Maintenance 3 22037 Friday, May 6, 2022 8:30 AM

Page 28 of 190

MAIN CHANNEL Main Channel

1 OF 15

Station Photo 1 Description Photo 1

0+000 Upstream

Photo 2 Description Photo 2

Downstream

Main Channel

2 OF 15 VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 2 OF 37

Page 29 of 190

. Station Photo 1 Description Photo 1

0+100 Upstream

Photo 2 Description Photo 2

Downstream

Main Channel

3 OF 15

Station Photo 1 Description

0+200 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 3 OF 37

Page 30 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

4 OF 15

Station Photo 1 Description

0+300 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 4 OF 37

Page 31 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

5 OF 15

Station Photo 1 Description

0+400 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 5 OF 37

Page 32 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

6 OF 15

Station Photo 1 Description

0+500 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 6 OF 37

Page 33 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

7 OF 15

Station Photo 1 Description

0+600 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 7 OF 37

Page 34 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

8 OF 15

Station Photo 1 Description

0+700 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 8 OF 37

Page 35 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

9 OF 15

Station Photo 1 Description

0+800 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 9 OF 37

Page 36 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

10 OF 15

Station Photo 1 Description

0+900 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 10 OF 37

Page 37 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

11 OF 15

Station Photo 1 Description

1+000 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 11 OF 37

Page 38 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

12 OF 15

Station Photo 1 Description

1+100 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 12 OF 37

Page 39 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

13 OF 15

Station Photo 1 Description

1+200 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 13 OF 37

Page 40 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

14 OF 15

Station Photo 1 Description

1+300 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 14 OF 37

Page 41 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

15 OF 15

Station Photo 1 Description

1+400 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 15 OF 37

Page 42 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 16 OF 37

Page 43 of 190

CROSSING Crossing

1 OF 1

Station Street Name Photo 1 Description Photo 1

0+000 Petworth Road Road

Photo 2 Description Photo 2

US end 4-750mm HDPE, good condition

Photo 3 Description

DS end VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 17 OF 37

Page 44 of 190

. Photo 3

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 18 OF 37

Page 45 of 190

KEY FEATURES Key Features

1 OF 21

Station Photo 1 Description Photo 1

0+175 small rapids

Key Features

2 OF 21

Station Photo 1 Description

0+200 Rocky Area

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 19 OF 37

Page 46 of 190

. Photo 1

Photo 2

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 20 OF 37

Page 47 of 190

. Photo 3

Photo 4

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 21 OF 37

Page 48 of 190

. Photo 5

Key Features

3 OF 21

Station Photo 1 Description Photo 1

0+225 small waterfall area

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 22 OF 37

Page 49 of 190

. Photo 2

Photo 3

Key Features

4 OF 21

Station Photo 1 Description

0+275 rock in area appears to be used for overland flow in spring time, water appears to flow under shale

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 23 OF 37

Page 50 of 190

. Photo 1

Photo 2

Key Features

5 OF 21

Station Photo 1 Description

0+400 Erosion on bank

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 24 OF 37

Page 51 of 190

. Photo 1

Key Features

6 OF 21

Station Photo 1 Description Photo 1

0+425 rock deposits

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 25 OF 37

Page 52 of 190

. Photo 2

Photo 3

Key Features

7 OF 21

Station Photo 1 Description

0+475 rock deposits

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 26 OF 37

Page 53 of 190

. Photo 1

Photo 2

Key Features

8 OF 21

Station Photo 1 Description

0+600 Low level crossing

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 27 OF 37

Page 54 of 190

. Photo 1

Key Features

9 OF 21

Station Photo 1 Description

0+625 Hole in drain, potential area where water enters under the field

Photo 1

Key Features

10 OF 21

Station Photo 1 Description

0+700 Pool and side ditch VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 28 OF 37

Page 55 of 190

. Photo 1

Photo 2

Key Features

11 OF 21

Station Photo 1 Description

0+875 Erosion on bank and rock deposits

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 29 OF 37

Page 56 of 190

. Photo 1

Photo 2

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 30 OF 37

Page 57 of 190

. Photo 3

Key Features

12 OF 21

Station Photo 1 Description Photo 1

0+900 Erosion on bank and rock deposits

Key Features

13 OF 21

Station Photo 1 Description

0+925 Tree in drain

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 31 OF 37

Page 58 of 190

. Photo 1

Key Features

14 OF 21

Station Photo 1 Description Photo 1

1+000 Tree in drain

Key Features

15 OF 21

Station Photo 1 Description

1+125 water in drain

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 32 OF 37

Page 59 of 190

. Photo 1

Key Features

16 OF 21

Station Photo 1 Description Photo 1

1+125 hole in drain

Key Features

17 OF 21

Station Photo 1 Description

1+250 low level crossing

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 33 OF 37

Page 60 of 190

. Photo 1

Key Features

18 OF 21

Station Photo 1 Description Photo 1

1+250 side ditch

Key Features

19 OF 21

Station Photo 1 Description

1+300 Flooding in nearby field

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 34 OF 37

Page 61 of 190

. Photo 1

Photo 2 Description Photo 2

flooding from nearby field

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 35 OF 37

Page 62 of 190

. Photo 3

Key Features

20 OF 21

Station Photo 1 Description Photo 1

1+350 Beaver dam

Key Features

21 OF 21

Station Photo 1 Description

1+400 Beaver Dam

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 36 OF 37

Page 63 of 190

. Photo 1

Photo 2

VALENTIN

22037-Pleasant Valley Maintenance 3_2022-05-12

PAGE 37 OF 37

. Page 64 of 190

Drainage Report

Form Name: Submitter Name: Submission Date: Location:

Drainage Report Dakota Dumont (ddumont@rcii.com) | ddumont@rcii.com Thursday, May 12, 2022 8:25 AM 350 Palladium Dr #104, Kanata, ON K2V 1A8, Canada Thursday, May 12, 2022 8:25 AM [ View Map ]

DRAINAGE REPORT Project Name Project Number Survey Date Start Time

Pleasant Valley Maintenance 4 22037 Friday, May 6, 2022 8:30 AM

Page 65 of 190

MAIN CHANNEL Main Channel

1 OF 14

Station Photo 1 Description Photo 1 Additional Description Photo 1

1+500 Upstream 1m deep due to beaver dam

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 2 OF 22

Page 66 of 190

. Photo 2

Main Channel

2 OF 14

Station Photo 1 Description Photo 1

1+600 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 3 OF 22

Page 67 of 190

. Photo 2

Main Channel

3 OF 14

Station Photo 1 Description Photo 1

1+700 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 4 OF 22

Page 68 of 190

. Photo 2

Main Channel

4 OF 14

Station Photo 1 Description Photo 1

1+800 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 5 OF 22

Page 69 of 190

. Photo 2

Main Channel

5 OF 14

Station Photo 1 Description Photo 1

1+900 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 6 OF 22

Page 70 of 190

. Photo 2

Main Channel

6 OF 14

Station Photo 1 Description Photo 1

2+000 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 7 OF 22

Page 71 of 190

. Photo 2

Main Channel

7 OF 14

Station Photo 1 Description Photo 1

2+100 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 8 OF 22

Page 72 of 190

. Photo 2

Main Channel

8 OF 14

Station Photo 1 Description Photo 1

2+200 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 9 OF 22

Page 73 of 190

. Photo 2

Main Channel

9 OF 14

Station Photo 1 Description Photo 1

2+300 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 10 OF 22

Page 74 of 190

. Photo 2

Main Channel

10 OF 14

Station Photo 1 Description Photo 1

2+400 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 11 OF 22

Page 75 of 190

. Photo 2

Main Channel

11 OF 14

Station Photo 1 Description Photo 1

2+500 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 12 OF 22

Page 76 of 190

. Photo 2

Main Channel

12 OF 14

Station Photo 1 Description Photo 1

2+600 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 13 OF 22

Page 77 of 190

. Photo 2

Main Channel

13 OF 14

Station Photo 1 Description Photo 1

2+700 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 14 OF 22

Page 78 of 190

. Photo 2

Main Channel

14 OF 14

Station Photo 1 Description Photo 1

2+800 Upstream

Photo 2 Description

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 15 OF 22

Page 79 of 190

. Photo 2

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 16 OF 22

Page 80 of 190

KEY FEATURES Key Features

1 OF 7

Station Photo 1 Description Photo 1

1+675 Owl feather

Key Features

2 OF 7

Station Photo 1 Description

1+900 low level crossing and side ditch

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 17 OF 22

Page 81 of 190

. Photo 1

Photo 2

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 18 OF 22

Page 82 of 190

. Photo 3

Key Features

3 OF 7

Station Photo 1 Description Photo 1

2+075 debris - tree

Key Features

4 OF 7

Station Photo 1 Description

2+200 debris - tree in drain

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 19 OF 22

Page 83 of 190

. Photo 1

Photo 2

Key Features

5 OF 7

Station Photo 1 Description

2+225 side ditch

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 20 OF 22

Page 84 of 190

. Photo 1

Key Features

6 OF 7

Station Photo 1 Description Photo 1

2+600 Loose rocks

Key Features

7 OF 7

Station Photo 1 Description

2+700 low level crossing

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 21 OF 22

Page 85 of 190

. Photo 1

VALENTIN

22037-Pleasant Valley Maintenance 4_2022-05-12

PAGE 22 OF 22

. Page 86 of 190

Drainage Report

Form Name: Submitter Name: Submission Date: Location:

Drainage Report Dakota Dumont (ddumont@rcii.com) | ddumont@rcii.com Thursday, May 12, 2022 8:24 AM 350 Palladium Dr #104, Kanata, ON K2V 1A1, Canada Thursday, May 12, 2022 8:24 AM [ View Map ]

DRAINAGE REPORT Project Name Project Number Survey Date Start Time

Pleasant Valley Maintenance 22037 Thursday, May 5, 2022 9:00 AM

Page 87 of 190

MAIN CHANNEL Main Channel

1 OF 21

Station Photo 1 Description Photo 1

2+900 Upstream

Photo 2 Description Photo 2

Downstream

Main Channel

2 OF 21 VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 2 OF 39

Page 88 of 190

. Station Photo 1 Description Photo 1

3+000 Upstream

Photo 2 Description Photo 2

Downstream

Main Channel

3 OF 21

Station Photo 1 Description

3+100 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 3 OF 39

Page 89 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

4 OF 21

Station Photo 1 Description

3+200 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 4 OF 39

Page 90 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

5 OF 21

Station Photo 1 Description

3+300 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 5 OF 39

Page 91 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

6 OF 21

Station Photo 1 Description

3+400 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 6 OF 39

Page 92 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

7 OF 21

Station Photo 1 Description

3+500 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 7 OF 39

Page 93 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

8 OF 21

Station Photo 1 Description

3+600 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 8 OF 39

Page 94 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

9 OF 21

Station Photo 1 Description

3+700 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 9 OF 39

Page 95 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

10 OF 21

Station Photo 1 Description

3+800 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 10 OF 39

Page 96 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

11 OF 21

Station Photo 1 Description

3+900 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 11 OF 39

Page 97 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

12 OF 21

Station Photo 1 Description

4+000 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 12 OF 39

Page 98 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

13 OF 21

Station Photo 1 Description

4+100 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 13 OF 39

Page 99 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

14 OF 21

Station Photo 1 Description

4+200 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 14 OF 39

Page 100 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

15 OF 21

Station Photo 1 Description

4+300 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 15 OF 39

Page 101 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

16 OF 21

Station Photo 1 Description

4+400 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 16 OF 39

Page 102 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

17 OF 21

Station Photo 1 Description

4+500 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 17 OF 39

Page 103 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

18 OF 21

Station Photo 1 Description

4+600 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 18 OF 39

Page 104 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

19 OF 21

Station Photo 1 Description

4+700 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 19 OF 39

Page 105 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

20 OF 21

Station Photo 1 Description

4+800 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 20 OF 39

Page 106 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

21 OF 21

Station Photo 1 Description

4+900 Upstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 21 OF 39

Page 107 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 22 OF 39

Page 108 of 190

CROSSING Crossing

1 OF 5

Station Street Name Photo 1 Description Photo 1

2+900 Petworth Rd Road

Photo 2 Description Photo 2

US end, 2-1800mm CSP, both good condition

Photo 3 Description

DS end VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 23 OF 39

Page 109 of 190

. Photo 3

Crossing

2 OF 5

Station Street Name Photo 1 Description Photo 1

3+100 Watson Rd Road

Photo 2 Description

US end, ~3500mm x ~1500mm CSPA, good condition, does not appear to have a lot of cover over the culvert to the road, ~6 inch different between culvert and road

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 24 OF 39

Page 110 of 190

. Photo 2

Photo 3 Description Photo 3

DS end

Crossing

3 OF 5

Station Street Name Photo 1 Description

3+700 Small Wooden ATV Bridge Bridge

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 25 OF 39

Page 111 of 190

. Photo 1

Photo 2 Description Photo 2

US end

Photo 3 Description

DS end

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 26 OF 39

Page 112 of 190

. Photo 3

Crossing

4 OF 5

Station Street Name Photo 1 Description Photo 1

3+825 Field Crossing Crossing

Photo 2 Description

US end, 800mm CSP, 600mm Steel, moderate conditions

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 27 OF 39

Page 113 of 190

. Photo 2

Photo 3 Description Photo 3

DS end

Crossing

5 OF 5

Station Street Name Photo 1 Description

4+625 Field Crossing Crossing

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 28 OF 39

Page 114 of 190

. Photo 1

Photo 2 Description Photo 3 Description Photo 3

US end, 2-450mm HDPE, good condition DS end

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 29 OF 39

Page 115 of 190

KEY FEATURES Key Features

1 OF 14

Station Photo 1 Description Photo 1

2+900 Side Ditch South Side

Photo 2

Photo 3 Description

Side Ditch North Side

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 30 OF 39

Page 116 of 190

. Photo 3

Key Features

2 OF 14

Station Photo 1 Description

3+000 appears to be another ditch running along side the drain, potential realigned portion due to culvert replacement

Photo 1

Key Features

3 OF 14

Station Photo 1 Description

3+050 flooding next to drain VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 31 OF 39

Page 117 of 190

. Photo 1

Key Features

4 OF 14

Station Photo 1 Description Photo 1

3+100 Side ditch west side

Photo 2 Description

side ditch east side

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 32 OF 39

Page 118 of 190

. Photo 2

Photo 3

Key Features

5 OF 14

Station Photo 1 Description

3+225 Side Ditch North

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 33 OF 39

Page 119 of 190

. Photo 1

Key Features

6 OF 14

Station Photo 1 Description Photo 1

3+475 Side Ditch/Loenard Branch

Photo 2 Description

unable to tell which one is a side ditch or the branch drain, 2nd photo is the assumed branch

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 34 OF 39

Page 120 of 190

. Photo 2

Key Features

7 OF 14

Station Photo 1 Description Photo 1

3+675 Low level Crossing

Key Features

8 OF 14

Station Photo 1 Description

3+800 Side ditch to farmers field

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 35 OF 39

Page 121 of 190

. Photo 1

Key Features

9 OF 14

Station Photo 1 Description Photo 1

4+200 Overland Swale

Key Features

10 OF 14

Station Photo 1 Description

4+425 Tree in Drain

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 36 OF 39

Page 122 of 190

. Photo 1

Key Features

11 OF 14

Station Photo 1 Description Photo 1

4+450 Low level Crossing

Key Features

12 OF 14

Station Photo 1 Description

4+475 Swale/side ditch

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 37 OF 39

Page 123 of 190

. Photo 1

Key Features

13 OF 14

Station Photo 1 Description Photo 1

4+900 low level crossing

Key Features

14 OF 14

Station Photo 1 Description

4+975 Swale

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 38 OF 39

Page 124 of 190

. Photo 1

VALENTIN

22037-Pleasant Valley Maintenance _2022-05-12

PAGE 39 OF 39

. Page 125 of 190

Drainage Report

Form Name: Submitter Name: Submission Date: Location:

Drainage Report Dakota Dumont (ddumont@rcii.com) | ddumont@rcii.com Thursday, May 12, 2022 8:25 AM 350 Palladium Dr #104, Kanata, ON K2V 1A1, Canada Thursday, May 12, 2022 8:25 AM [ View Map ]

DRAINAGE REPORT Project Name Project Number Survey Date Start Time

Pleasant Valley Maintenance 2 22037 Thursday, May 5, 2022 9:00 AM

Page 126 of 190

MAIN CHANNEL Main Channel

1 OF 14

Station Photo 1 Description Photo 1

5+000 Upstream

Photo 2 Description Photo 2

Downstream

Main Channel

2 OF 14 VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 2 OF 24

Page 127 of 190

. Station Photo 1 Description Photo 1

5+100 Upstream

Photo 2 Description Photo 2

Downstream

Main Channel

3 OF 14

Station Photo 1 Description

5+200 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 3 OF 24

Page 128 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

4 OF 14

Station Photo 1 Description

5+300 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 4 OF 24

Page 129 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

5 OF 14

Station Photo 1 Description

5+400 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 5 OF 24

Page 130 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

6 OF 14

Station Photo 1 Description

5+500 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 6 OF 24

Page 131 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

7 OF 14

Station Photo 1 Description

5+600 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 7 OF 24

Page 132 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

8 OF 14

Station Photo 1 Description

5+700 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 8 OF 24

Page 133 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

9 OF 14

Station Photo 1 Description

5+800 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 9 OF 24

Page 134 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

10 OF 14

Station Photo 1 Description

5+900 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 10 OF 24

Page 135 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

11 OF 14

Station Photo 1 Description

6+000 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 11 OF 24

Page 136 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

12 OF 14

Station Photo 1 Description

6+100 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 12 OF 24

Page 137 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

13 OF 14

Station Photo 1 Description

6+200 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 13 OF 24

Page 138 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

Main Channel

14 OF 14

Station Photo 1 Description

6+291 Upstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 14 OF 24

Page 139 of 190

. Photo 1

Photo 2 Description Photo 2

Downstream

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 15 OF 24

Page 140 of 190

CROSSING Crossing

1 OF 2

Station Street Name Photo 1 Description Photo 1

5+100 Road Allowance Crossing

Photo 2 Description Photo 3 Description

US end, 650mm CSP, good condition DS end

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 16 OF 24

Page 141 of 190

. Photo 3

Crossing

2 OF 2

Station Street Name Photo 1 Description Photo 1

5+750 Pedestrian path Path

Photo 2 Description

US end, 1500mm x 500mm Concrete box, good condition, in need of a cleanout

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 17 OF 24

Page 142 of 190

. Photo 2

Photo 3 Description Photo 3

DS end

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 18 OF 24

Page 143 of 190

KEY FEATURES Key Features

1 OF 7

Station Photo 1 Description Photo 1

5+100 Side ditch west

Photo 2

Photo 3 Description

Side ditch east

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 19 OF 24

Page 144 of 190

. Photo 3

Key Features

2 OF 7

Station Photo 1 Description Photo 1

5+300 side ditches

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 20 OF 24

Page 145 of 190

. Photo 2

Photo 3

Key Features

3 OF 7

Station Photo 1 Description

5+375 debris - trees in drain

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 21 OF 24

Page 146 of 190

. Photo 1

Key Features

4 OF 7

Station Photo 1 Description Photo 1

5+550 low level crossing

Key Features

5 OF 7

Station Photo 1 Description

5+725 Tree in Drain

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 22 OF 24

Page 147 of 190

. Photo 1

Key Features

6 OF 7

Station Photo 1 Description Photo 1

5+875 debris - tree in drain

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 23 OF 24

Page 148 of 190

. Photo 2

Key Features

7 OF 7

Station Photo 1 Description Photo 1

6+100 low level crossing

VALENTIN

22037-Pleasant Valley Maintenance 2_2022-05-12

PAGE 24 OF 24

Page 149 of 190

Appendix C Comparative Analysis

Page 150 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

Table C.1 Maintenance Recommendations – Pleasant Valley Municipal Drain

Station

Excavation (m)

Recommendations

0+000 0+012.69 0+015.12 0+042.81 0+069.75 0+083.98 0+087.63 0+093.81 0+117.84 0+130.52 0+135.96 0+141.65 0+153.67 0+157.88 0+163.56 0+175.11 0+196.59 0+208.62 0+214.84 0+226.51 0+235.73 0+245.28 0+252.20 0+254.25 0+257.15 0+259.02 0+273.31 0+273.31 0+295.84 0+310.26 0+324.11 0+324.11 0+339.01 0+344.14 0+366.18 0+375.17 0+383.85 0+394.52 0+397.88

0.32 0.39 0.39 0.06 0.02 -0.03 0.16 0.02 -0.03 0.10 -0.14 0.09 0.22 0.19 0.06 -0.09 0.21 0.66 0.66 0.63 0.27 -0.06 0.45 1.00 1.16 0.30 0.34 0.11 0.07 0.25 0.45 0.45 0.24 0.19 0.19 -0.12 -0.23 -0.20 -0.44

Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management

Project No. B22037

C-1

October 2023

Page 151 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

0+406.08 0+421.49 0+438.99 0+467.28 0+477.22 0+491.65 0+506.85 0+514.97 0+539.84 0+568.75 0+598.75 0+639.10 0+648.24 0+654.99 0+666.89 0+691.18 0+702.91 0+706.95 0+718.69 0+748.85 0+765.88 0+787.18 0+813.29 0+841.71 0+868.57 0+889.48 0+939.41

-0.65 -0.37 -0.33 -0.01 -0.44 -0.06 -0.18 -0.29 -0.24 -0.25 -0.18 -0.38 -0.40 -0.19 -0.02 -0.19 -0.17 -0.46 -0.12 -0.11 -0.15 -0.13 0.11 0.46 0.14 -0.41 -0.31

0+968.83 0+992.27

-0.24 -0.30

1+016.72 1+046.99 1+090.59 1+124.63 1+132.20 1+149.93 1+179.71 1+230.11 1+237.38 1+250.96 1+265.58 1+295.81

-0.28 -0.32 -0.15 -0.10 -0.17 -0.10 -0.21 -0.26 -0.24 -0.28 -0.19 -0.22

Project No. B22037

C-2

Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Remove Debris (Tree) Vegetation Management Vegetation Management Remove Debris (Tree) Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management

October 2023

Page 152 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

1+333.88

-0.14

1+363.76 1+382.59

-0.22 -0.14

1+435.04 1+448.60 1+492.62 1+527.77 1+559.51 1+606.76 1+647.72 1+655.42 1+691.33 1+706.96 1+737.11 1+764.12 1+797.52 1+827.74 1+845.16 1+875.66 1+902.64 1+918.87 1+948.97 1+975.12 2+000.14 2+026.18 2+053.73 2+081.22

-0.11 -0.07 0.00 -0.05 -0.06 -0.03 -0.11 -0.28 -0.17 -0.03 -0.09 -0.24 -0.18 -0.29 -0.12 -0.24 -0.04 -0.16 -0.24 -0.20 -0.15 -0.21 -0.14 -0.16

2+100.00 2+138.27 2+159.26 2+197.76

-0.20 -0.16 -0.19 -0.36

2+229.48 2+236.55 2+243.93 2+254.74 2+277.80 2+302.75 2+333.29 2+354.28

-0.43 -0.31 -0.22 -0.19 -0.29 -0.31 -0.15 -0.16

Project No. B22037

C-3

Vegetation Management Beaver Dam Cleanout Vegetation Management Vegetation Management Beaver Dam Cleanout Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Remove Debris (Tree) Vegetation Management Vegetation Management Vegetation Management Vegetation Management Remove Debris (Tree) Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management

October 2023

Page 153 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

2+377.59 2+402.32 2+425.26 2+453.90 2+478.42 2+504.90 2+526.53 2+552.16 2+577.31 2+606.00 2+623.34 2+631.54 2+654.27 2+676.94 2+697.79 2+727.79 2+755.96 2+780.66 2+826.70 2+848.23 2+855.68 2+860.40 2+908.18 2+912.41 2+927.07 2+955.16 2+975.60 3+006.29 3+029.98 3+054.97 3+080.92 3+092.26 3+097.96 3+109.78 3+122.11 3+153.96 3+181.44 3+208.02 3+232.44

-0.03 -0.14 -0.07 0.07 0.03 -0.20 -0.27 -0.15 -0.04 0.05 0.16 0.07 -0.08 0.06 0.03 -0.19 -0.13 -0.23 0.01 -0.05 -0.05 -0.06 -0.13 -0.12 -0.20 -0.05 -0.02 -0.14 -0.12 -0.01 -0.12 -0.18 -0.08 0.00 -0.11 -0.05 -0.02 -0.01 0.11

3+255.28

0.13

3+282.07

0.13

Project No. B22037

C-4

October 2023

Page 154 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

3+318.99

0.15

3+351.69

0.26

3+379.85

0.23

3+406.84

0.20

3+414.11

0.15

3+420.03

0.20

3+454.38

0.32

3+479.91

0.11

3+490.19

0.03

3+495.94

0.28

3+522.13

0.21

3+547.21

0.28

3+571.19

0.27

3+592.81

0.24

3+620.74

0.10

3+647.46

0.10

3+663.10

0.00

3+668.60

0.07

3+707.21 3+748.42 3+780.24 3+791.85 3+795.48 3+799.12 3+809.98 3+816.50 3+824.78

-0.04 -0.04 -0.04 -0.14 -0.23 -0.34 -0.29 -0.12 -0.21

Project No. B22037

C-5

Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management

October 2023

Page 155 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

3+841.85 3+861.93

-0.17 0.45

3+899.04

0.17

3+925.24

0.27

3+949.92

0.41

3+963.56

0.56

3+980.71

0.34

4+011.22

0.49

4+024.50

0.47

4+031.94

0.48

4+035.63

0.41

4+039.56

0.58

4+053.43

0.47

4+066.16

0.47

4+070.05

0.38

4+073.64

0.42

4+115.55

0.34

4+143.43

0.45

4+163.00

0.56

4+178.21

0.73

4+201.80

0.83

4+223.81

0.71

4+258.73

0.50

4+287.25

0.42

Project No. B22037

C-6

Culvert Removal Vegetation Management Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom

October 2023

Page 156 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

4+317.32

0.27

4+357.70

0.18

4+382.63

0.12

4+408.55

0.06

4+431.88

0.14

4+456.34

0.10

4+488.56

0.13

4+515.05

0.00

4+560.13

-0.06

4+566.49

0.15

4+602.99 4+640.59

-0.01 -0.18

4+645.32 4+648.38 4+650.54 4+657.07 4+657.79 4+680.36

0.00 -0.04 0.02 0.01 -0.02 0.05

4+704.44

0.12

4+730.97

0.20

4+755.20

0.14

4+779.56

0.23

4+805.61

0.16

4+829.29

0.13

4+860.42

0.20

4+882.15

0.17

Project No. B22037

C-7

Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Remove Debris (Tree) Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation Management Vegetation Management Culvert Removal Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom October 2023

Page 157 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

4+913.08

0.09

4+956.35

0.03

5+005.41 5+032.96 5+055.50 5+082.55 5+087.99 5+089.62 5+096.12 5+096.83 5+101.52

-0.05 -0.03 -0.02 0.00 -0.13 -0.04 -0.12 -0.11 -0.11

5+125.39 5+149.91 5+167.92

-0.19 -0.30 0.42

5+172.27

0.52

5+191.77

0.38

5+218.17

0.29

5+254.16

0.18

5+286.42

0.06

5+313.17

0.02

5+321.23

0.08

5+322.65

-0.63

5+328.78

-0.14

5+355.92

-0.12

5+379.64

0.04

5+421.29

-0.03

5+457.20

0.11

Project No. B22037

C-8

Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Vegetation Management Culvert Removal Vegetation Management Vegetation Management Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Remove Debris (Tree) Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout

October 2023

Page 158 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

5+488.19

0.06

5+520.68

0.05

5+556.14

0.02

5+573.09

0.09

5+598.12

0.05

5+617.00

0.00

5+628.10

-0.04

5+646.05

-0.04

5+660.35

0.05

5+676.08

0.02

5+696.79

0.08

5+721.99

0.04

5+732.41

0.02

5+739.20

0.13

5+745.28

-0.08

5+746.53

0.04

5+751.37

0.12

5+755.94 5+779.00 5+794.26 5+822.96

0.23 0.24 0.19 0.33

5+837.21 5+862.59 5+882.90 5+920.60 5+936.30 5+968.65

0.43 0.51 0.48 0.40 0.37 0.37

Project No. B22037

C-9

Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Remove Debris (Tree) Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Vegetation and Bottom Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Remove Debris (Tree) Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout

October 2023

Page 159 of 190 TOWNSHIP OF SOUTH FRONTENAC MAINTENANCE REPORT – PLEASANT VALLEY MUNICIPAL DRAIN

5+993.14 6+028.49 6+058.37 6+092.51 6+110.83 6+116.35 6+119.49 6+121.79 6+149.81 6+174.83 6+199.63 6+228.40 6+250.73 6+277.74 6+288.38

Project No. B22037

0.31 0.34 0.25 0.36 0.38 0.34 0.33 0.46 0.38 0.42 0.49 0.47 1.08 0.92 0.95

C-10

Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout Full Cleanout

October 2023

Page 160 of 190

Appendix D Maintenance Cost Estimate

Page 161 of 190

DETAILED COST ESTIMATE Maintenance Requirement Pleasant Valley Municpal Drain Type

Item No.

Item

Unit

Cost/Unit

Project No: Date: Quantity

22037 27-Oct-23 Total

Construction Site Preparation Activities

Construction

Mobilization (maximum 2% of total construction cost)

1,200.00

1.00

1,200.00

Erosion and Sediment Control Plan

500.00

1.00

500.00

Straw Bale Check Dam

each

250.00

8.00

2,000.00

Clearing/Grubbing/Brushing (including scrub/tree removals)

3,500.00

3.00

10,500.00

Fence Removal and Reinstatement

20.00

890.00

17,800.00

Excavation Activities Earth Ex. - Ditch Cleanout - Incl. Spreading

4.00

6385.00

25,540.00

Culvert Removal (no replacement)

each

500.00

3.00

1,500.00

Culvert Cleanout

each

500.00

1.00

500.00

Beaver dam removal

1,000.00

2.00

2,000.00

27.50

105.00

2,887.50

Sub-Total - Construction Costs

64,427.50

Contingency Allowance - Construction

5,000.00

Total - Construction Costs

69,427.50

Reinstatement Activities Rock Protection - Erosion Control

Engineering/Administration Contract Administration/Inspection

15,000.00

1.00

15,000.00

Tendering Assistance

2,500.00

1.00

2,500.00

17,500.00

1,529.92

Total - Other Costs

1,529.92

Sub-Total - Net Costs

88,457.42

Total Net Costs - Section 1 (For Distribution to Properties)

88,457.42

Sub-Total - Routine Engineering Total - Engineering/Administration Other Net HST

L.S

(1.76% of Costs Above)

November 14, 2023

Verona Housing Water and Wastewater Servicing Master Plan Progress Update for Council Page 162 of 190

Background

Page 163 of 190

Project Background 2020

2021

• The Township Council supported the creation of a Master Plan for the affected lands. This culminated in the Verona Housing Master Plan (VHMP)

• Council endorsed the VHMP. The Township retained J.L. Richards & Associates Limited (JLR) to undertake the Verona Housing Water and Wastewater Servicing Master Plan to evaluate various municipal water and wastewater infrastructure options to ensure the preferred solution(s) can service the mixed-housing development project within the Village.

Page 164 of 190

2022

• The Township acquired two parcels of land in the Village of Verona (A and B) with frontage on Verona Street for a mixed-housing development project.

Study Area Overview Parcel A is located on the east side of Verona Street and is approximately 1.23 hectares (ha.) • The parcel is undeveloped and treed, with telephone lines extending along the street frontage. It is divided by an easement for drainage infrastructure.

Page 165 of 190

Parcel B is located on the west side of Verona Street and is approximately 8.95 ha.. • The parcel is undeveloped and treed, with its northerly portion constrained by floodplain/wetland features.

MHBC Population Projections BUILDING AREA (m2)

PARCEL A TOWNHOMES (3 Blocks) Total PARCEL B APARTMENTS (2 Buildings) Total (2 Buildings): at 2 storeys each: 3,718 at 3 storeys each: 6,006 TOTAL UNIT YIELDS (PARCEL A + PARCEL B) 2 two-storey apartments on (B): 2 three-storey apartments on (B):

MINIMUM UNIT YIELD (79 m2 unit area)

MAXIMUM UNIT YIELD (51 m2 unit area)

46 74

72 116

12 (A) + 46 (B) = 58 units 12 (A) + 74 (B) = 86 units

18 (A) + 72 (B) = 90 units 18 (A) + 116 (B) = 134 units Page 166 of 190

Verona Housing Master Plan Site Design

Page 167 of 190

by MacNaughton Hemsen Britton Clarkson Planning Ltd.

MCEA Master Plan Phase 1 Overview Page 168 of 190

Municipal Class Environmental Assessment Master Plan Process Class EA Process • The Ontario Environmental Assessment (EA) Act, R.S.O., 1990 requires that projects corresponding to municipal infrastructure projects, including roads, water, and wastewater projects follow an approved planning process set out in the Municipal Class EA document prepared by the Municipal Engineers Association (MEA).

Verona Housing Water and Wastewater Servicing Master Plan (Approach 1)

Master Plan Process • Master Plans are conducted under the framework of the MEA Class EA Process. They are a planning tool that identifies infrastructure and other requirements for the existing and future land use, through the application of environmental assessment principles. The current Master Plan is intended to satisfy Phases 1 and 2 of the Municipal Class EA process (i.e., Approach 1).

• This approach concludes at the end of Phases 1 and 2. With this approach, the Master Plan is being completed at a broad level of assessment and may require further detailed assessment at the project-specific level.

Page 169 of 190

Master Plan Approach 1

Legislative Framework Wastewater Servicing

• Future system is considered a municipal drinking-water system. • Applicable legislations and regulations for a municipal drinking-water system of this size: • Safe Water Drinking Act, 2002 • Clean Water Act, 2006 • Ontario Water Resources Act,1990 • The Drinking-Water Systems Regulation (O.Reg. 170/03) • The Ontario Drinking-Water Quality Standards Regulation (O.Reg. 169/03) • New Requirements for Municipal Drinking Water System Owners, 2018 • MECP Design Guidelines for Drinking-Water Systems, 2008

• Future system is considered a municipal wastewater system. • Applicable legislations for a municipal drinking-water system of this size: • Ontario Water Resources Act,1990 • B-1, Water Management Policies, Guidelines and Provincial Water Quality Objectives. • F-5, Levels of Treatment for Municipal and Private Sewage Treatment Works Discharging to Surface Waters • Guideline B-7 Incorporation of the Reasonable Use Concept into MOEE Groundwater Management Activities • Procedure B-7-1 Determination of Contaminant Limits and Attenuation Zones • MECP Design Guidelines for Sewage Works, 2008

Page 170 of 190

Water Servicing

Problem/Opportunity Statement The Township of South Frontenac plans to develop two municipally owned land parcels in the Village of Verona for mixed housing use. There is currently no municipal water and wastewater services in the Village, and existing services are provided through private well and septic beds.

Page 171 of 190

The Township is developing an approach to the municipal water and wastewater services to allow the proposed development to move forward. In developing the preferred servicing solution, there is an opportunity to consider impacts to neighboring properties, impacts to natural and social environment, infrastructure spending, operation and maintenance effort, climate change, and growth opportunities.

Alternative Solutions Option

Title

Description

Do Nothing

Onsite Groundwater Well & Onsite Septic System Onsite Surface Water Treatment & Onsite Septic System

Maintain existing conditions and do not provide municipal servicing to the Verona Housing project. Option included as a basis for the Master Plan evaluation. Drilling or reusing a groundwater well within the site. Creating a subsurface sewage disposal system on site. Take raw water from Verona Lake and convey the raw water to be treated on the site. Creating a subsurface sewage disposal system on site.

Offsite Surface Water Treatment & Onsite Septic System

Take raw water from Verona Lake to be treated in a new facility adjacent to the lake and convey the treated water to site through a watermain. Creating a subsurface sewage disposal system on site.

Offsite Groundwater Well & Onsite Septic System

Drilling a groundwater well off site and bring to site through a watermain. Creating a subsurface sewage disposal system on site.

Onsite Groundwater Well & Wastewater Treatment Discharging to an Approved Surface Water Outlet

Drilling a groundwater well within the site. Building a wastewater treatment system on site and discharging treated water to an approved surface water outlet through a wastewater conveyance system.

Page 172 of 190

Consultation Summary Page 173 of 190

Consultation Overview • Notice of Commencement issued February 14, 2023 • Notice of Public Information Centre (PIC) issued April 5, 2023 Distribution Method

Dates

Township website

March 27

Frontenac Newspaper

March 15, 22, 29, April 5 and 13

Social Media Notices

March 28, April 18

Engage South Frontenac website March 27 Mailed to 83 Property Owners within 120 m of April 5 the site, and agency stakeholders

• Phase 1 PIC held April 19, 2023

April 11 to April 19

Page 174 of 190

Digital sign at Township Office

Phase 1 Public Comments Received public feedback from: • One (1) email after the Notice of Commencement was delivered. • Twenty-four (24) attendees of the April 2023 PIC. • Four (4) completed PIC comment sheets.

Page 175 of 190

Several comments not directly related to the water & wastewater Master Plan: • Questions about the potential demographics of the housing. • Concerns about the impacts of potential new residents on the community. • Concerns related to McMullen Manor operated by Kingston and Frontenac Housing Corporation • Concern about how the project was funded related to land acquisition.

Summary of Public Comments Consultation Process

Technical Aspects

Some only learned of the PIC through word of mouth, despite advertising efforts.

Wanted more, simplified technical information.

Preferred a presentation with seating rather than the self-directed open house format. Not all feedback and responses to questions were cohesive and clear. Continue consultation with property owners.

Concerns about impacts from potential subsurface wastewater treatment and disposal system on nearby properties. Want to be notified of on-site studies that may affect nearby properties.

Page 176 of 190

“So far so good.”

Concerns about impacts on water quality and quantity in nearby lakes, aquifers, and residential wells.

PIC 2 Format Improvements • Comments addressed by

• Responding to email directly. • Replying to comment sheet responses in the Phase 1 report.

• Phase 2 PIC will be formatted as a presentation instead of a self-directed open house. • Present slideshow to attendees rather than letting attendees read boards. • Microphones for presenters. • Seats for attendees.

Page 177 of 190

• Future notices will be sent to original recipients with the addition of PIC attendees and those who submitted comments.

Phase 2 Progress Page 178 of 190

Subconsultant Studies JLR retained Cambium Inc. to conduct a desktop Natural Heritage study. • Reviewed various provincial, municipal, and other online resources and legislations. • Identified Species at Risk that could be found on or near the site • Recommended further detailed investigations to support future phases of the EA process. JLR retained Pinchin Ltd. to conduct a desktop groundwater resource assessment. Page 179 of 190

• Reviewed existing MECP water well records and pumping test data to determine the site’s groundwater capacity • Recommended further detailed investigations to support future phases of the EA process.

Consulting Quinte Conservation Relevant regulations and regulatory bodies

Feasibility of alternative design options

Potential source water threats to new groundwater wells from existing land uses Proximity to floodplain and future subsurface wastewater disposal systems

Page 180 of 190

Quinte Conservation was presented with the alternative design options. They submitted their comments which addressed these topics.

Key Actions • Ensuring potentially proposed groundwater wells and subsurface wastewater treatment systems do not impact existing private groundwater wells in the area. • Ensuring potentially proposed groundwater wells and subsurface wastewater treatment systems are not impacted by existing land uses in the area. • Compliance with source water protection regulations. • Adequately addressing all concerns raised by the public. Page 181 of 190

Project Schedule Update • PIC No. 2: January 2024 • Planned Master Plan completion: November 2023 • Expected Master Plan completion: February 2024 • Reasons for delay:

Page 182 of 190

• Supporting study delayed over the summer • Study delay led to consultation delay • Coordination with regulatory agencies delayed over the summer

Page 183 of 190 Minutes of Council November, 7, 2023

Township of South Frontenac Council Meeting Minutes

Meeting # 32 Time:7:00 p.m. Location: Council Chambers / Virtual via Zoom Present: Charlene Godfrey, Doug Morey (arrived at 8:52 p.m.), Steve Pegrum, Norm Roberts, Ron Sleeth, Scott Trueman, Mayor Ron Vandewal Staff: Louise Fragnito - Chief Administrative Officer, James Thompson - Clerk, Michelle Hannah - Deputy Clerk, Brad Wright - Director of Development Services, Alex BennettActing Director of Fire and Emergency Services, Kyle Bolton - Director of Public Services, Shelley Stedall - Director of Corporate Services and Treasurer, Troy Dunlop Manager of Engineering & Capital Projects, Christine Woods - Senior Planner, Brian Kirk - Manager of Operations & Fleet, Jan Minaker - Manager of Human Resources.

Call to Order

Resolution Resolution No. 2023:32:01 Moved by Councillor Pegrum Seconded by Councillor Godfrey That the Council meeting of November 7, 2023 be called to order at 7:00 p.m. Carried

Declaration of pecuniary interest and the general nature thereof

There were none declared.

Approval of Agenda

Resolution Resolution No. 2023:32:02 Moved by Councillor Roberts Seconded by Councillor Pegrum That the agenda be approved, as presented. Carried

Scheduled Closed Session

There was none.

Recess

There was none.

Public Meeting

There was none.

Delegations

Page 184 of 190 Minutes of Council November, 7, 2023 a)

Shannon Lem from Frontenac Arch Biosphere Network was present to speak to Council regarding the Frontenac Arch Biosphere Network Budget.

Briefings

There were none.

Approval of Minutes

Resolution Resolution No. 2023:32:03 Moved by Councillor Pegrum Seconded by Councillor Trueman That the minutes of the October 13, 2023 Special Council meeting and the minutes of the October 17, 2023 Council meeting be approved. Carried

Reports Requiring Action

Climate Change Action Plan RFP Resolution No. 2023:32:04 Moved by Councillor Pegrum Seconded by Councillor Trueman That Council support awarding the Climate Change Action Plan consulting services contract in the amount of $97,394.50 including non-rebatable HST to Strategy Corp, and That the required additional funding for the project be funded from the Climate Change Reserve Defeated

i) 2024 Long Range Financial Plan ii) 2024 Budget Direction Shelley Stedall, Director of Corporate Services and Treasurer presented to Council regarding the 2024 Long Range Financial Plan. Resolution No. 2023:32:05 Moved by Councillor Pegrum Seconded by Deputy Mayor Sleeth That Council endorse the budget direction recommendations within this report and any further direction received from Council to inform the development of the 2024 Operating and Capital Budgets. Carried

CAO Performance Appraisal Work Group Resolution No. 2023:32:06 Moved by Deputy Mayor Sleeth Seconded by Councillor Trueman ThatCouncil appoint Mayor Vandewal, Councillor Roberts and Councillor Pegrum to a CAO Performance Review Work Group for 2023. Carried

Tandem Plow Truck Replacements

Page 2 of 7

Page 185 of 190 Minutes of Council November, 7, 2023 Resolution No. 2023:32:07 Moved by Councillor Roberts Seconded by Councillor Godfrey That Council authorize the Public Services Department to enter into an agreement with Rush Truck Centres for the purchase of a tandem axle plow with an upset limit of $430,000; That Council authorize the Public Services Department to pre-order two (2) tandem axle plow trucks for the 2024 budget; and That Council authorize one of the replacements to be converted to a Viking Roller-Pro body equipped with plow, sander, water tank, and float deck with an upset limit of $625,000. That the above listed purchases be funded from the Public Services Equipment Reserve. Carried 11 a)

Advisory Committee Reports or Minutes There were none.

Reports Requiring Approval of By-laws

Zoning By-law Amendment Application PL-ZBA-2023-0099, Trousdale Enterprises Inc./Boulevard Group, 4231 and 4143 Perth Road Resolution No. 2023:32:08 Moved by Councillor Pegrum Seconded by Deputy Mayor Sleeth ThatBy-law 2023-87 to amend the zoning on lands known as 4231 and 4143 Perth Road, Part 1 Plan 13R7751, Part 1 Plan 13R9573, Part Lots 19 And 20 Concession 3, District of Storrington, Township of South Frontenac be given first and second reading. Carried Resolution No. 2023:32:09 Moved by Councillor Pegrum Seconded by Councillor Godfrey That By-law 2023-87 be given third reading, signed and sealed. Carried

Zoning By-law Amendment Application Z-21-21 2311215 Ontario Limited and 2311217 Ontario Limited, 4153 and 4155 Road 38 Resolution No. 2023:32:10 Moved by Deputy Mayor Sleeth Seconded by Councillor Roberts ThatBy-law 2023-88 being a By-law to amend Zoning By-law 2003-75, as amended, to amend the Rural Industrial – Special Provision (RI-1-H and RI-1) zone on lands described as4153 and 4155 Road 38, Parts 1, 2 and 3 on Plan 13R17886, Part of Lot 7, Concession 2, District of Portlandbe given first and second reading. Carried Resolution No. 2023:32:11

Page 3 of 7

Page 186 of 190 Minutes of Council November, 7, 2023 Moved by Councillor Roberts Seconded by Councillor Pegrum ThatBy-law 2023-88 be given third reading, signed and sealed. Carried c)

Appointment of Chief Building Official and Deputy Chief Building Official

Resolution No. 2023:32:12 Moved by Councillor Pegrum Seconded by Councillor Trueman That By-law 2023-89 being a By-law to appoint a Chief Building Official be given first and second reading. Carried Resolution No. 2023:32:13 Moved by Councillor Trueman Seconded by Deputy Mayor Sleeth That By-law 2023-89 be given third reading, signed and sealed. Carried Resolution No. 2023:32:14 Moved by Deputy Mayor Sleeth Seconded by Councillor Godfrey That By-law 2023-90 being a By-law to appoint a Deputy Chief Building Official be given first and second reading. Carried Resolution No. 2023:32:15 Moved by Councillor Godfrey Seconded by Councillor Roberts That By-law 2023-90 be given third reading, signed and sealed. Carried d)

Delegation of Authority to Staff – Zoning By-law Amendments for Holding Symbols Resolution No. 2023:32:16 Moved by Councillor Trueman Seconded by Councillor Roberts That By-law 2023-91 delegating authority to staff to approve zoning by-law amendments for the removal of holding symbols and the removal of lots from holding overlays be given first and second reading. Carried Resolution No. 2023:32:17 Moved by Councillor Godfrey Seconded by Deputy Mayor Sleeth That By-law 2023-91 be given third reading, signed and sealed. Carried

Update to Council Procedure By-law to add Delegated Authority – Zoning By-law Amendments for Holding Symbols Resolution No. 2023:32:18 Moved by Councillor Trueman Seconded by Deputy Mayor Sleeth

Page 4 of 7

Page 187 of 190 Minutes of Council November, 7, 2023 That Council direct staff to hold a public meeting on December 19, 2023 regarding proposed amendments to the Council Procedure By-law in accordance with the Notice Provisions By-Law 2016-73. Carried 13

Reports for Information

Communications Activities and Results Jan 1 – Jun 30, 2023

Fire Services – Department Update

Committee of the Whole

There was none.

Information Items

Correspondence from Quinte Conservation RE: Exploring changes to streamline the permit-by-rule framework

Notice of Motions

Deputy Mayor Sleeth served a notice of motion that the Draft Official Plan be modified to allow irregular shape and size parcels of land within hamlet boundaries, and that these parcels of land be permitted for development provided criteria such as water supply and environmental concerns are met.

Rise and Report regarding County Council and External Boards

County Council Mayor Vandewal advised that the County Council budget has been set for 2024. Mayor Vandewal noted that the Municipal Service Corporation was approved to manage Communal Servicing. Mayor Vandewal stated that the he and the CAO, Frontenac County are scheduled to appear as a delegation at the MPPs breakfast to speak about Communal Servicing and the impact of the funding stream to be separated between rural to urban municipalities.

Police Services Board Councillor Pegrum advised that the next meeting of the Police Services Board has been postponed from November to December, and interviews for a new Detachment Commander are being conducted on November 23, 24 2023.

Cataraqui Conservation Deputy Mayor Sleeth advised that there was a joint meeting held on November 1st regarding source water protection discussions. He stated that the regular board meeting there were discussions about the Strategic Plan for the organization and the move into their new offices at the Frontenac County Administrative Office building.

Quinte Conservation Councillor Roberts advised that Quinte Conservation is currently focused on budget and have issued a survey to the public.

Page 5 of 7

Page 188 of 190 Minutes of Council November, 7, 2023 e)

Rideau Valley Conservation Authority Councillor Godfrey advised the board met on November 2, 2023 and discussed a six year natural hazards mapping strategy, fleet emissions reductions guidelines and the proposed preliminary draft budget.

Announcements/Statements by Councillors

There were none.

Closed Session (if requested)

Resolution Resolution No. 2023:32:19 Moved by Councillor Pegrum Seconded by Councillor Trueman ThatCouncil resolve itself into the Committee of the Whole “Closed Meeting” to consider the following items: a) Approval of the October 17, 2023 Committee of the Whole “Closed Meeting” minutes. b) Personal matters about an identifiable individual, including municipal or local board employees. Carried

Councillor Morey joined the meeting at 8:52 p.m. Council recessed at 8:52 p.m. to 8:56 p.m. Note: Council consented to give consideration to an additional closed meeting item regarding - a proposed or pending acquisition or disposition of land by the municipality or local board - village of Sydenham.

Resolution Resolution No. 2023:32:20 Moved by Councillor Trueman Seconded by Councillor Godfrey That Council rise from the Committee of the Whole “Closed Meeting” without reporting. Carried

Confirmatory By-law

Resolution Resolution No. 2023:32:21 Moved by Councillor Morey Seconded by Councillor Trueman That By-law 2023-93, being a By-law to confirm generally all actions and proceedings of the Council of the Township of South Frontenac, be given first and second reading. Carried Resolution No. 2023:32:22 Moved by Councillor Roberts Seconded by Councillor Trueman That By-law 2023-93, be given third reading, signed and sealed. Carried

Page 6 of 7

Page 189 of 190 Minutes of Council November, 7, 2023 21

Adjournment

Resolution Resolution No. 2023:32:23 Moved by Deputy Mayor Sleeth Seconded by Councillor Pegrum That the Council meeting of November 7, 2023 be adjourned at 9:25 p.m. Carried

Ron Vandewal, Mayor

James Thompson, Clerk

Page 7 of 7

Page 190 of 190

TOWNSHIP OF SOUTH FRONTENAC BY-LAW 2023-94 A BY-LAW TO CONFIRM GENERALLY ALL ACTIONS AND PROCEEDINGS OF THE SPECIAL COUNCIL MEETING OF THE CORPORATION OF THE TOWNSHIP OF SOUTH FRONTENAC ON NOVEMBER 14, 2023 Whereas Section 8 of the Municipal Act, S.O. 2001 c. 25 and amendments thereto provides that a municipality has the capacity, rights powers and privileges of a natural person for the purpose of exercising its authority under the Municipal Act of any other Act; and; Whereas Subsection 2 of Section 11 of the Municipal Act S.O. 2001, c. 25 and amendments thereto provides that a lower-tier municipality and an upper-tier municipality may pass by-laws respecting matters within the spheres of the jurisdiction described in the Table to Subsection 2, subject to certain provisions, and; Whereas Section 5 of the Municipal Act, S.O 2001 c. 25 and amendments thereto provides that a municipal power, including a municipality’s capacity, rights, powers and privileges under Section 8 shall be exercised by its council and by by-law unless the municipality is specifically authorized to do otherwise, and Whereas the Council of the Township of South Frontenac deems it expedient to confirm its actions and proceedings; NOW THEREFORE BE IT RESOLVED THAT THE COUNCIL CORPORATION OF THE TOWNSHIP OF SOUTH FRONTENAC, HEREBY ENACTS AS FOLLOWS: 1.

The all actions and proceedings of the Council of the Corporation of the Township of South Frontenac taken at its regular meeting held on November 14, 2023 be confirmed as actions for which the municipality has the capacity, rights, powers and privileges of a natural person.

That all actions and proceedings of the Council of the Corporation of the Township of South Frontenac held November 14, 2023 be confirmed as being matters within the spheres of jurisdiction described in Subsection 2 of Section 11 of the Municipal Act, S.O. 2001, c.25 and amendments thereto.

That all actions and proceedings of the Council of the Corporation of the Township of South Frontenac taken at its regular meeting held on November 14, 2023 except those taken by by-law and those required by bylaw to be done by resolution are hereby sanctioned, ratified and confirmed as though set out within and forming part of this by-law.

Execution by the Mayor and the Clerk of all Deeds, Instruments and other Documents necessary to give effect to any such Resolution, Motion or other action and the affixing of the Corporate Seal to any such Deed, Instruments or other Documents is hereby authorized and confirmed.

This By-law shall come into force and take effect on the date of its passage.

Read a first and second time this 14 day of November 2023. Read a third time and finally passed this 14 day of November 2023. THE CORPORATION OF THE TOWNSHIP OF SOUTH FRONTENAC

Ron Vandewal, Mayor

James Thompson, Clerk

Help support independent journalism

If NFNM’s reporting matters to you, Buy Me a Coffee is a simple way to help keep local watchdog coverage going.