HomeMy WebLinkAbout22 182 Kincardine-Kinloss Municipal Drain Branch A By-lawTHE CORPORATION OF THE MUNICIPALITY OF KINCARDINE
K B T
BY-LAW
NO. 2022 - 182
BEING A BY-LAW TO PROVIDE FOR A DRAINAGE WORKS IN THE
MUNICIPALITY OF KINCARDINE IN THE COUNTY OF BRUCE
WHEREAS the Council of the Municipality of Kincardine has procured a report
under Section 78 of the Drainage Act for the construction and improvement of the
Kincardine-Kinloss Municipal Drain — Branch A;
AND WHEREAS the report dated November 15, 2022 has been authored by R.J.
Burnside and Associates Ltd. and the attached report forms part of the by-law;
AND WHEREAS $66,440 is the amount estimated to be contributed by the
Municipality of Kincardine for the drainage works;
AND WHEREAS the Council is of the opinion that the improvement of the
Municipal Drain is desirable;
NOW THEREFORE the Council of The Corporation of the Municipality of
Kincardine ENACTS as follows:
1. That the Engineer's Report dated November 15, 2022 and attached hereto,
is hereby adopted and the drainage works is authorized and shall be
completed in as specified in the report.
2. THAT The Corporation of the Municipality of Kincardine may borrow on the
credit of the Corporation the amount of $355,000 being the amount
necessary for the construction and improvement of the drainage works.
3. THAT The Corporation may issue debenture(s) for the amount borrowed
less the total amount of:
(a) grants received under section 85 of the Drainage Act;
(b) monies paid as allowances;
(c) commuted payments made in respect of lands and roads
assessed with the municipality;
(d) money paid under subsection 61 (3) of the Drainage Act;
(e) money assessed in and payable by another municipality.
Such debenture(s) shall be made payable within 5 years from the
date of the debenture(s) an shall bear interest at a rate not higher
than 2% more than the municipal lending rates as posted by
Infrastructure Ontario on the date of sale of such debenture(s).
4. A special equal annual rate sufficient to redeem the principal and interest
on the debentures shall be levied upon the lands and roads as set forth in
the Schedule in the report to be collected in the same manner and at the
same time as other taxes are collected in each year for 5 years after the
passing of this by-law.
Page 2
Kincardine-Kinloss Municipal Drain — Branch A
By-law No. 2022 - 182
5. For paying the amount of $66,440, being the amount assessed upon the
lands and roads belonging to or controlled by the municipality, a special
rate sufficient to pay the amount assessed plus interest thereon shall be
levied upon the whole rateable property in the Municipality of Kincardine in
2023 to be collected in the same manner and at the same time as other
taxes are collected.
6. All assessments of $5,000 or less are payable in the first year in which the
assessment is imposed.
7. This by-law comes into effect upon third reading of the By-law, which shall
occur once all appeals have expired.
8. This by-law may be cited as the "Kincardine-Kinloss Municipal Drain -
Branch A By-law".
READ a FIRST and SECOND TIME this 12t" day of December, 2022.
Kenneth Craig Jennifer Lawrie
Signed with ConsignO Cloud (2024/02/16) • Signed with ConsignO Cloud (2024/02/16)
Verify with verifio.com or Adobe Reader. Verify with verifio.corn or Adobe Reader.
Mayor Clerk
READ a THIRD TIME and FINALLY PASSED this 14t" day of February, 2024.
Kenneth Craig Jennifer Lawrie
Signed with ConsignO Cloud (2024/02/16) • signed with ConsignO Cloud (2024/02/16)
Verify with verifio.com or Adobe Reader. Verify with verifio.com or Adobe Reader.
Mayor Clerk
AP •
NsiDE
Engineer's Report
Kincardine-Kinloss Municipal Drain
Branch 'A' Enclosure
Municipality of Kincardine
1475 Concession Road 5
Kincardine, ON N2Z 2X6
R.J. Burnside & Associates Limited
449 Josephine Street
Wingham ON NOG 2WO CANADA
November 15, 2022
300054217.0000
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Municipality of Kincardine i
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
Disclaimer
Other than by the addressee, copying or distribution of this document, in whole or in
part, is not permitted without the express written consent of R.J. Burnside & Associates
Limited.
Distribution List
No. of
Hard PDF Email Organization Name
Copies
8 Yes Yes Municipality of Kincardine (for Council, Distribution
to property owners, general municipal use)
0 Yes Yes Saugeen Valley Conservation Authority (SVCA)
0 Yes Yes The Department of Fisheries and Oceans Canada
(DFO)
1 Yes Yes Ontario Ministry of Agriculture, Food and Rural
Affairs (OMAFRA)
0 Yes Yes Ministry of Environment, Conservation, and Parks
(MECP)
Record of Revisions
Revision Date Description
0 October 28, 2022 Draft Submission to the Municipality of Kincardine
and Saugeen Valley Conservation Authority
1 November 15, 2022 For Engineer's Report
054217 Drainage Report 300054217.0000
Municipality of Kincardine ii
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
R.J. Burnside &Associates Limited
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Report Prepared By: fi
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Trevor Kuepfer, P.Eng. 1
Project Engineer !i;.;,
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Report Reviewed By:
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Jeremy Taylor, P. Eng.
Project Engineer
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054217 Drainage Report 300054217.0000
Municipality of Kincardine iii
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
Executive Summary
Authorization
This report is being prepared in response to an appointment by the Municipality of
Kincardine, dated September 17, 2021 to provide an improvement to the existing
Kincardine Kinloss Branch `A' in accordance with Section 78 of the Drainage Act,
R.S.O. 1990.
Objective & Recommendations
The objective of this report is to determine a drainage solution to help alleviate ponding,
provide a subsurface drainage outlet, and improve the quality of the stormwater for the
properties in the watershed.
This report recommends the enclosure of the existing Kincardine Kinloss Branch `A'
beginning on Lots 59 and 60, Concession 3 North of Durham Road, Municipality of
Kincardine, Bruce County.
Summary of Assessments
A summary of the assessments for this project are as follows:
Municipal Lands $ 21,740
Privately Owned Agricultural — Grantable* $ 15,460
Privately Owned Agricultural — Non-grantable $ 273,100
Special Non-Proratable Assessments $ 44,700
Total Estimated Assessments $ 355,000
*All project costs have been assumed to be non-grantable except for the proposed channel works from
Sta. -0+010 to Sta. -0+569,the proposed erosion and sediment control,the allowances associated in this section
($1,700), and 5% of the total project administration costs. Grant costs shall be allocated based on a pro-rata
fashion based on the estimated grant values in the Engineer's Report.
Acknowledgements
Burnside would like to acknowledge the assistance and cooperation of the property
owners directly involved with this project, as well as George Guse, Drainage
Superintendent for the Municipality of Kincardine, and Michael Cook from the
Saugeen Valley Conservation Authority.
054217 Drainage Report 300054217.0000
Municipality of Kincardine iv
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
Table of Contents
1.0 Project Authorization.........................................................................................1
1.1 Engineer's Report...................................................................................... 1
1.2 Request for Improvement by Owners......................................................... 1
2.0 Background Information ...................................................................................1
2.1 Municipal Drain History.............................................................................. 1
2.2 Existing Conditions .................................................................................... 2
2.3 Watershed Area & Land Use ..................................................................... 4
2.4 Soils .......................................................................................................... 4
3.0 Preliminary Investigations ................................................................................4
3.1 On-Site Meeting......................................................................................... 4
4.0 Design Criteria & Engineering Considerations................................................5
4.1 Drainage System Design & Sizing ............................................................. 5
4.1.1 Open Drain Design..........................................................................5
4.1.2 Closed Drain Design .......................................................................5
4.2 Water Quality Considerations .................................................................... 6
4.3 Utilities Investigation .................................................................................. 6
5.0 Environmental and Fisheries Considerations..................................................6
5.1 Saugeen Valley Conservation Authority (SVCA)........................................ 6
5.2 Ministry of the Environment, Conservation and Parks (MECP) .................. 7
5.3 Fisheries and Oceans Canada (DFO)........................................................ 7
6.0 Proposed Design ...............................................................................................7
6.1 Proposed Work Summary.......................................................................... 7
6.1.1 Description of Proposed Work on Each Property.............................7
6.2 Working Space and Access Routes........................................................... 8
6.3 Damaged Private Tiles .............................................................................. 8
6.4 Change Orders.......................................................................................... 9
7.0 Description of Appendices................................................................................9
7.1 Appendix A-Allowances .......................................................................... 9
7.2 Appendix B - Project Cost Estimate.......................................................... 9
7.3 Appendix C - Construction and Maintenance Assessment Schedules and
Assessment Background Information......................................................... 9
7.4 Appendix D -Agency Correspondence ..................................................... 9
7.5 Appendix E - Standard Drain Specifications.............................................. 9
7.6 Appendix F -Special Provisions...............................................................10
7.7 Appendix G - Drawings............................................................................10
8.0 Maintenance and Future Considerations.......................................................10
8.1 General.....................................................................................................10
8.2 Maintenance Eligibility ..............................................................................10
8.3 Future Maintenance..................................................................................10
8.4 Maintenance Costs...................................................................................11
8.5 Future Connections ..................................................................................11
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Municipality of Kincardine v
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
Tables
Table 1 —Open Drain Design Criteria............................................................................. 5
Figures
Figure 1 — Looking Southwest, Downstream Extents of the Proposed Enclosure
(November 2021) ........................................................................................................... 3
Figure 2 — Looking Northeast, Typical Channel Conditions in the Portion of Branch 'A'
Proposed to be Enclosure (November 2021).................................................................. 3
Appendices
Appendix A Allowances —Section 30
Appendix B Project Cost Estimate
Appendix C Construction and Maintenance Assessment Schedules and Assessment
Background Information
Appendix D Agency Correspondence
Appendix E Standard Drain Specifications
Appendix F Special Provisions
Appendix G Drawings
054217 Drainage Report 300054217.0000
Municipality of Kincardine vi
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
Nomenclature
General Other
ac— acre (0.4047 ha) CA— Conservation Authority
BSWI — buried surface water inlet DFO— Department of Fisheries and
CB — catchbasin Oceans
CCTV—closed circuit television MECP — Ministry of Environment,
CDT—concrete drain tile Conservation and Parks
CSP —corrugated steel pipe MTO — Ministry of Transportation
c/w—complete with NRCS — Natural Resources Conservation
dia. —diameter Service
DICB — ditch inlet catchbasin OMAFRA—Ontario Ministry of
d/s —downstream Agriculture, Food and Rural Affairs
ea. —each SCS — Soil Conservation Service
FL—fence line
H — horizontal
ha — hectare (2.471 ac)
HDPE — high density polyethylene
BJB — buried junction box
km — kilometre
LS — lump sum
m — metre
mm — millimetre
m2 — square metre
m3 — cubic metre
OB —observation box
o/s —offset
PDT— plastic drainage tubing
PL — property line
ROW— right of way
S & I —supply and install
Sta. —station (chainage)
SWI —surface water inlet
t—tonne (2,205 pounds)
u/s — upstream
V—vertical
054217 Drainage Report 300054217.0000
Municipality of Kincardine 1
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
1.0 Project Authorization
This report is being prepared in response to an appointment by the Municipality of
Kincardine, dated September 17, 2021 to provide an improvement to the existing
Kincardine Kinloss Branch `A' in accordance with Section 78 of the Drainage Act,
R.S.O. 1990.
1.1 Engineer's Report
The proposed works and costs contained herein are intended to reflect the requirements
of the stakeholders and are based on information gathered during field survey, as well
as at the property owners meetings and follow up discussions. Details of the proposed
work are described in this report, its appendices and on the plan and profile drawings.
1.2 Request for Improvement by Owners
The request for improvement was submitted by Murray Hodgins, owner of Blue Horizon
Farm Inc. (Roll No. 8-200); Lots 58-60, Concession 3 North of Durham Road. The
request was not dated.
2.0 Background Information
2.1 Municipal Drain History
Burnside conducted a thorough review of all the historical documentation available in the
Municipality of Kincardine office pertaining to the Kincardine Kinloss Branch `A', as well
as for other drains associated with Kincardine-Kinloss Municipal Drain.
The date of the original establishment of the Kincardine Kinloss Municipal Drain,
specifically Branch `A', is currently unknown. The drainage network was improved under
a series of reports by H.M. Gibson Ltd, between 1970 and 1973. These reports provided
for the construction of numerous open and closed drainage systems including the `A'
Branch of the Kincardine-Kinloss Municipal Drain. In 1986 a report was filed by Brad
R. Pryde, P. Eng. of Paragon Engineering Limited. This report provided for the extension
of the Main Drain and provided updated maintenance schedules for all drainage systems
associated with the Kincardine-Kinloss drain. To Burnside's knowledge no further
improvements to Branch `A' of the Kincardine Kinloss Municipal Drain have been made
since that time.
The open portion of Branch `A' serves as an outlet to the following municipal drainage
systems:
• The `AZ' Branch
— Which receives flows from the `BZ' and `CZ' Branches
• The `AA' Branch
— Which receives flows from the `BB' Branch
054217 Drainage Report 300054217.0000
Municipality of Kincardine 2
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
• The closed portion of the `A' Branch
— Which receives flows from the `W' Branch
• The `X' Branch
— Which receives flows from the `Y' and `Z' Branch
2.2 Existing Conditions
The watershed of the Kincardine Kinloss Municipal Drain Branch `A' consists of
predominately agricultural lands. Surface water from the watershed generally flows from
south to north from Lots 58 through 63, Concession 2 North of Durham Road, to Lot 61,
Concession 3 North of Durham Road via overland flow or one of the many municipal
drainage systems servicing the agricultural lands. Surface ponding currently takes place
following storm events and spring snowmelt in the low-lying areas of the watershed.
The existing municipal systems servicing the upstream agricultural lands were all
anticipated to be installed in the early 1970s and were noted as being predominately
field tile. This suggests that they may be either clay or concrete tile. Since the tiles are
over 50 years old it is expected that they may become problematic as they continue to
age. Similarly, these tiles are designed to have considerably less capacity when
compared to current design standards.
The portion of drain proposed to be enclosed is seasonally dry and is densely vegetated
with grasses. The open drain is surrounded with agricultural lands primarily used for row
crops and no tree cover of any kind. This is illustrated in the figures below.
054217 Drainage Report 300054217.0000
Municipality of Kincardine 3
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
Figure 1 — Looking Southwest, Downstream Extents of the Proposed Enclosure
(November 2021)
pw+ gar t ,�� a' �� �y;•`
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Figure 2— Looking Northeast, Typical Channel Conditions in the Portion of
Branch 'A' Proposed to be Enclosure (November 2021)
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w tiA a y E,+fu.��a4�P pl h
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r a..
054217 Drainage Report 300054217.0000
Municipality of Kincardine 4
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
2.3 Watershed Area & Land Use
The total watershed area contributing to the Kincardine Kinloss Branch `A' is
approximately 201 ha. The watershed area was delineated through the examination of
topographic contour mapping data with computer aided drafting (CAD) software, the
examination of existing Municipal Drain reports, and the review of field survey and
observations. The watershed area has been adopted as part of this report.
Land use within the watershed area is divided as follows:
• 190 ha as agricultural land;
• 4 ha as woodlot;
• 7 ha as municipal road right-of-way (ROW)
2.4 Soils
The soils survey for Bruce County taken from Report No. 16 of the Ontario Soil Survey,
indicates that the predominant soil types within the watershed area are Brookston, Perth,
and Huron Clay Loams.
• Brookston Clay Loam —A slightly stony soil with poor drainage characteristics and
gently sloping topography.
• Perth Clay Loam —A slightly stony soil with imperfect drainage characteristics and
gently sloping topography.
• Huron Clay Loam —A slightly stony soil with good drainage characteristics and
moderately sloping topography.
Based on the characteristics of the soils and their potential for future agricultural use, the
Canada Land Inventory (CLI) provides Soil Capability Classification of Agriculture for
lands across the country. The soils within the Kincardine Kinloss Branch `A' watershed
area have an agricultural capability rating of Class 1 with no limitation in crop use.
3.0 Preliminary Investigations
3.1 On-Site Meeting
The on-site meeting for the drain was held on November 9, 2021 at the existing drain
crossing of Sideroad 30 South. The following were present at the meeting:
• Murray Hodgins Property owner (Roll No. 8-200)
• George Guse Drainage Superintendent, Municipality of Kincardine
• Trevor Kuepfer R.J. Burnside & Associates Limited
The existing drainage conditions were discussed, and Murray expressed interest in
enclosing the municipal ditch on his property (Lots 59 and 60, Concession 3 North of
Durham Road) to improve the efficiency of the agricultural operations on his property,
which was noted as the primary objective of this drain improvement project.
054217 Drainage Report 300054217.0000
Municipality of Kincardine 5
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
4.0 Design Criteria & Engineering Considerations
4.1 Drainage System Design & Sizing
The applicable sections of the "A Guide for Engineers Working Under the Drainage Act
in Ontario" (Publication 852), and the applicable sections of the "Drainage Guide for
Ontario" (Publication 29), both of which were published by the Ontario Ministry of
Agriculture and Food, were used to determine, and supplement the design
considerations for this drain.
4.1.1 Open Drain Design
Each component of the open drain was checked to ensure that the design criteria
specified by Table 1 below was met.
Table 1 —Open Drain Design Criteria
Component Design Storm Return Period'
Channel — Rural/Agricultural 2 year
Field Crossings 2 — 5 year
Residential or Major Agricultural Crossings 5 — 10 year
Lower-Tier Municipal Road Crossing 5 — 10 year
Upper-Tier Municipal Road Crossing 10 — 25 year
Table based on OMAFRA Publication 852,dated 2018.
The Municipality and Conservation Authority may require a design varying from those listed.
The channel downstream of Sideroad 30 South to Concession Road 5 is anticipated to
be sized sufficiently to convey the two-year storm event. Although the gradient of the
channel is minimal it is greater than 2.5 m deep throughout its length.
The road crossing is relatively low risk as there are currently no buildings upstream of
the crossing that would be impacted by flooding at the Sideroad 30 S crossing. Because
of the outlet provided by the downstream channel system, it is anticipated that in both
the existing and proposed cases that flooding of lands upstream of the Sideroad 30 S
crossing will occur regularly. The storage in the agricultural lands provided upstream of
Sideroad 30 S is critical to reducing the frequency of the overtopping of the roadway.
The proposed modifications to the crossing are not anticipated to negatively affect the
headwater elevations upstream of the sideroad because headwater elevations are
primarily governed by the gradient of the channel downstream of Sideroad 30 S.
Furthermore, the proposed works are not anticipated to increase the risk to public safety
nor increase erosion concerns to the downstream lands.
4.1.2 Closed Drain Design
Under the previously mentioned guidelines it is recommended to use a drainage
coefficient for the underdrainage requirements of cleared, worked, agricultural land and
to consider an additional drainage coefficient for the surface water requirements of all
lands and roads within the watershed area. For this project, a drainage coefficient of
054217 Drainage Report 300054217.0000
Municipality of Kincardine 6
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
19.05 mm (3/4 inch) for under drainage requirements, and 19.05 mm (3/4 inch) for surface
water requirements over a 24-hour period has been used.
Together, this produces a combined design coefficient of 38.1 mm (1'/2 inches) in
24 hours, and following discussion with the property owners, this coefficient was
selected as the design standard for this project.
4.2 Water Quality Considerations
The loss of sediment and nutrients from cropped land is a major concern to water quality
in Ontario. Therefore, this design has incorporated several features to minimize these
impacts including:
• Rip-rap erosion protection along banks susceptible to erosion to reduce channel
degradation.
• A permanent stilling basin and temporary sediment control structure constructed with
filter socks and rock check dams to promote sediment deposition.
• Rip-rap surrounding catchbasins to slow and pond surface water, allowing
suspended soil particles and nutrients to fall out of suspension and remain on the soil
surface.
• 300 mm deep sumps on all catchbasins to slow and encourage deposition of
suspended soils at these locations.
• Utilize existing surface water inlets to slow and pond surface water, allowing
suspended soil particles and nutrients to fall out of suspension and remain on the soil
surface.
4.3 Utilities Investigation
A utilities investigation was undertaken during the design stage to determine possible
elevation conflicts prior to the time of construction. The area was cleared of telephone,
fibre optic, and gas lines in the location of the proposed drain.
All public and private utilities shall be located by the Contractor prior to the construction
of the proposed drain.
5.0 Environmental and Fisheries Considerations
When a new Engineer's report is prepared that could affect an existing Municipal Drain,
natural watercourse, wetland, or other environmental features, a review of the work is
required, and subsequent approvals and/or project requirements must be obtained from
the applicable agency. These may include the local Conservation Authority (CA), The
Ministry of the Environment, Conservation and Parks (MECP) and Fisheries and Oceans
Canada (DFO).
5.1 Saugeen Valley Conservation Authority (SVCA)
The SVCA has been apprised of the project throughout its progression. Michael Cook
indicated that the main concerns to the SVCA pertained to possible environmental
054217 Drainage Report 300054217.0000
Municipality of Kincardine 7
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
impacts resulting from the proposed work, and any adverse impacts to public safety that
may be caused by the proposed works.
A permit for the proposed works will be included prior to the start of construction.
5.2 Ministry of the Environment, Conservation and Parks (MECP)
A technical memorandum was prepared to provide comments on any ecological impacts
to terrestrial ecosystems that may occur as part of the proposed works. A copy of this
memo has been included in Appendix D.
No Provincial Species at Risk have been identified within this drainage area that would
require special consideration by the MECP under the ESA.
5.3 Fisheries and Oceans Canada (DFO)
A request for review of the proposed works was submitted to DFO for review (DFO File
Number 22-HCAA-00337). DFO indicated that their main concerns pertained to potential
impacts on fish and their habitat resulting from the proposed work. The following
mitigation measures have been provided:
• Complete works during a period of low or no flow
• Conduct no in-water works between March 151" to July 151n
• Implement an erosion and sediment control plan
A copy of the Letter of Advice received from DFO has been included in Appendix D of
this report.
No Federal Species at Risk have been identified within this drainage area that would
require special consideration under the Species at Risk Act (SARA).
6.0 Proposed Design
6.1 Proposed Work Summary
The Kincardine-Kinloss Branch `A' Enclosure includes the installation of approximately
700 m of CDT, 2 concrete structures, 1 road crossing with approximately 36 m of HDPE
pipe, the enclosure of approximately 325 m of channel, 575 m of channel cleanout, one
stilling basin, and one sediment basin c/w one sediment control structure.
6.1.1 Description of Proposed Work on Each Property
J. & J. Wilken (Roll No. 10-800)
• Installation of one temporary sediment control structure c/w sediment basin.
• Approximately 490 m of channel cleanout c/w topsoil stripping, spoil levelling, and
topsoil restoration.
054217 Drainage Report 300054217.0000
Municipality of Kincardine 8
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
R. Roach (Roll No. 08-400)
• Approximately 85 m of channel cleanout c/w topsoil stripping, spoil levelling, and
topsoil restoration.
• The construction of one (1) stilling basin c/w a stone spillway and erosion protection.
Sideroad 30 S
• Supply and install approximately 36 m of 900 mm dia. dual-wall HDPE pipe
(320 kPa) to be used as a subsurface drainage outlet.
• Supply and install approximately 20 m of 600 mm dia. dual-wall HDPE pipe
(320 kPa) to be utilized as a surface water culvert.
• Removal and disposal of existing road crossing off-site.
• Restoration of the roadway.
Blue Horizon Farm Inc (Roll No. 08-200)
• Salvage two new lengths of existing 1500 mm dia. CSP for future use by property
owner.
• Supply and install approximately 698 m of 600 mm dia. CDT.
• Supply and install two (2) 900 mm x 2,100 mm inline concrete catchbasins.
• Fill and grade approximately 325 m of the Kincardine Kinloss Municipal Drain Branch
`A' open drain.
• Connection of all existing private and Municipal systems impacted by the proposed
works.
6.2 Working Space and Access Routes
The working space and access routes being provided to the Contractor are described in
Appendix F — Special Provisions. The working space shall also be available for future
maintenance of the drain. Access to the working space is to be confirmed by the
Contractor with property owners and the Engineer prior to the commencement of
construction. Allowances for the working space and access routes have been provided
to the affected properties. Access to various parts of the drain shall be as shown in the
accompanying drawings in Appendix G.
6.3 Damaged Private Tiles
The replacement of damaged or poorly functioning tile outlets encountered during the
installation of the drain will be included as part of the construction costs and protected
against erosion with rip-rap, as approved by the Contract Administrator.
In addition, to protect against channel bank erosion due to water entering from adjacent
fields, affected banks shall be armoured with the installation of rip-rap as part of the
proposed work.
These repairs will be completed at the time of construction of the proposed drain and
shall be as per the accompanying details. Private tile outlets are not to be considered
part of the drain for future maintenance.
054217 Drainage Report 300054217.0000
Municipality of Kincardine 9
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
The connection and reconnection of existing tiles encountered during the installation of
the drain will be included as part of the construction costs. Where feasible, all tiles shall
be reconnected over top of the drain. However, direct connections may be allowed due
to the elevation of the existing tile, as approved by the Engineer. These direct
connections will be completed at the time of the construction of the proposed drain and
shall be completed as specified for future connections in this report.
6.4 Change Orders
If unforeseen circumstances are encountered following the adoption of this report, the
Engineer may issue change orders, as required to have the work properly constructed.
7.0 Description of Appendices
7.1 Appendix A — Allowances
In accordance with Section 8(1)(d) of the Act, this Appendix provides a breakdown of the
allowances provided under Section 30 of the Act. Section 30 allowances pertain to
damages caused by the proposed works.
7.2 Appendix B — Project Cost Estimate
In accordance with Section 8(1)(b) of the Act, this Appendix provides a breakdown of the
total estimated cost of the proposed work, including all labour, materials, construction,
engineering, administration, and allowances.
7.3 Appendix C — Construction and Maintenance Assessment
Schedules and Assessment Background Information
This Appendix provides an explanation of the methodology used in determining the
assessments for this project and a summary of the proposed assessments that shall be
assessed on a pro rata fashion to each property impacted by the proposed works prior
to any grant or allowances being provided.
Furthermore, this Appendix provides maintenance assessment schedules that shall be
used by the Drainage Superintendent following the construction of the proposed drain to
determine how to distribute maintenance costs.
7.4 Appendix D — Agency Correspondence
Project recommendations and requirements from the SVCA, MECP, and DFO are listed
in this Appendix.
7.5 Appendix E — Standard Drain Specifications
The Standard Drain Specifications have been provided in Appendix E and govern the
work described herein.
054217 Drainage Report 300054217.0000
Municipality of Kincardine 10
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
7.6 Appendix F — Special Provisions
Special Provisions are specific directions for this project. The Special Provisions detail
requirements not encompassed by Appendix E —Standard Drain Specifications. Special
Provisions shall take precedence over Standard Drain Specifications where a conflict
between the two documents may exist.
7.7 Appendix G — Drawings
Three (3) drawings are included with this report, consisting of a plan, profiles, and details
pertinent to the construction of the proposed drain.
8.0 Maintenance and Future Considerations
8.1 General
While the Municipality of Kincardine will be responsible for the maintenance of the drain
after construction is complete, the sections with the Act dealing with obstruction of,
damage, and injury to a Municipal Drain, namely Sections 80 and 82, are brought to the
attention of the property owners. Under these sections, both the property owners and the
Municipality of Kincardine have responsibilities to ensure that a Municipal Drain is
properly maintained and kept in good working condition.
The maintenance of this drain should include regular inspections by the Drainage
Superintendent, and appropriate action should be taken by the Drainage Superintendent
to ensure the proper function of the drain.
8.2 Maintenance Eligibility
Regarding future maintenance works, the Municipality of Kincardine shall be responsible
for maintaining the Municipal Drain from Sta. -0+569 to Sta. 0+385 as per the profiles
and details on the accompanying drawing set, and notes in the special provisions.
Works outside of this station range shall be maintained as per the associated report for
the Kincardine Kinloss drains and costs assessed based on the maintenance schedules
that were updated in the 1986 report by Paragon Engineering Limited.
8.3 Future Maintenance
From Sta. -0+010 to -0+569 the channel shall be maintained with a min. 2.0 m bottom
width, sideslopes no steeper than 1.5H:1 V, and a minimum 0.03% gradient.
Any areas of washout, settlement, erosion, or other disrepair within the proposed drain
shall be maintained as needed by the Drainage Superintendent. The rip-rap erosion
protection, stilling basin, etc. shall be inspected on a periodic basis by the Drainage
Superintendent and cleaned out as required to maintain the efficiency of the structures
and to prevent sedimentation or erosion of the channel.
054217 Drainage Report 300054217.0000
Municipality of Kincardine 11
Kincardine-Kinloss Municipal Drain Branch 'A' Enclosure
November 15, 2022
Catchbasin inlets should be inspected by the Drainage Superintendent on a regular
basis, prior to heavy rainfall events and spring snowmelt to ensure that ice or snow or
other material have not obstructed the inlets. Property owners should assist with the
maintenance activity by making regular inspections of the drain and inlet structures,
clearing debris from the inlet structures in a timely manner and reporting any problems to
the Municipality of Kincardine, so that the Drainage Superintendent can take proper
action.
8.4 Maintenance Costs
The works specified in this report shall be maintained by the Municipality of Kincardine at
the expense of the upstream lands and roads, as determined by the Drainage
Superintendent in accordance with Section 74 of the Drainage Act.
Costs shall be distributed among the upstream property owners using Appendix C2 —
Maintenance Assessment Schedule and in the same relative portions until such a time
as they are varied in accordance with the Drainage Act.
The Municipality of Kincardine shall be entirely responsible for the maintenance and
costs of the drain located within the Sideroad 30 ROW, including catchbasins and the
road crossing.
8.5 Future Connections
Connections by the property owners or their Contractor that are not approved by the
Municipality of Kincardine or its Drainage Superintendent may be removed at the
expense of the Owner responsible for the connection.
All future connections to the new closed drain must be made at a plugged inlet provided
in a precast concrete structure or an approved core drilled hole into the tile, with
approved fittings and materials to the satisfaction of the Drainage Superintendent.
054217 Drainage Report 300054217.0000
D
BuRNsiDE
[THE DIFFERENCE IS OUR PEOPLE] k
D
Appendix A
Allowances — Section 30
Appendix A —Allowances
Allowances will be deducted from total assessments in accordance with Section 62(3) of the
Act. The land and crop values used for these calculations were determined based on a general
understanding of the values within this geographic area and are described in the following
sections. A summary of the allowances provided under each section of the Act is included in
this Appendix. Details regarding working space can be found in the Special Provisions.
Section 30— Damages
Section 30 of the Act states:
"The engineer shall determine the amount to be paid to persons entitled thereto for damage, if
any, to ornamental trees, lawns, fences, lands and crops occasioned by the disposal of material
removed from a drainage works and shall include such sums in the estimates of the cost of
construction, improvement, repair or maintenance of the drainage works. R.S.O. 1990, c. D.17,
s.30."
In this report, a base value of$2,965 per hectare ($1,200 per acre) for workable, agricultural
land has been applied to the calculation of the damage allowances as crop damage may be
necessary during the construction of this drain. The following was assumed for crop losses for
the specified width of the working area.
• Complete crop loss in the year of construction.
• A 50% loss in crop productivity one year after construction
A 10 m working corridor was provided in the open drain working space for the length of the
channel to allow for the cleanout of the open drain, placement and levelling of spoil.
A 40 m width was provided to the south of the Kincardine Kinloss Municipal Drain Branch `A' to
allow for the installation of the dual tile drain system, topsoil stripping, tile placement, travel
along the drain, and for grading required for the filling of the existing channel. Similarly, a 20 m
width was provided north of the Kincardine Kinloss Municipal Drain Branch `A' to allow for
grading required for filling the existing channel
A 6 m width is provided for access routes, as detailed in the Special Provisions and as shown
on the drawings.
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Appendix B
Project Cost Estimate
Appendix B - Project Cost Estimate
The estimate of the cost of all labour, equipment and material required to construct this project is as
follows:
Note SP refers to the Special Provisions (in Appendix F) to reference for additional details of work.
Item Description Approx.Quantity Cost Estimate
A. Kincardine Kinloss Branch 'A' Improvement
AO Mobilization (SP 0) LS $ 5,500
Work on Private Property(Open Work)
Al Supply and install one (1) bio-filter sediment control structure (see
accompanying details). (SP 1)
(Sta. -0+569) LS $ 1,700
A2 Excavation of one 6 m long by 300 mm deep sediment basin.
(SP 2)
(Sta. -0+563 to Sta. -0+569) LS $ 600
A3 Cleanout of existing channel c/w trucking of spoil as fill for drain
enclosure (approx. 559 m of< 0.3 m excavation). (SP 3)
(Sta. -0+010 to Sta. -0+569) LS $ 10,000
A4 Construction of one (1) stilling basin, including riverstone and rip-rap
erosion protection as per the accompanying details. (SP 4)
(Sta. 0+000 to Sta. -0+010) LS $ 8,300
Work on Private Property(Closed Work)
A5 a) Supply approx. 698 m of 600 mm dia. 2000D CDT and geotextile
wrap for tile joints. LS $ 44,600
b) Install approx. 698 m of CDT via excavator c/w stone backfill as
per the accompanying details and geotextile wrap at all tile joints. LS $ 40,900
(SP 5) (Sta. 0+036 to Sta. 0+385)
A6 Sta. 0+385 CB
a) Supply one (1) 1,200 mm x 2,400 mm inline concrete CB. LS $ 8,800
b) Install one (1) concrete CB LS $ 2,200
(SP 6) (Sta. 0+385)
A7 Connections of existing tiles into new drainage system as per the
special provisions. (SP 7)
a) Sta. 0+036 - Supply and install approx. 18 m of 200 mm dia.
perforated HDPE pipe (320 kPa) c/w sock for connection of ex. SWI
to CB as specified. LS $ 1,900
b) Sta. 0+257 - Ex. private tile connection to drain c/w pre-fab HDPE
tee as specified. LS $ 1,300
c) Sta. 0+329 - Ex. AZ Branch connection to drain c/w pre-fab
HDPE tee as specified. LS $ 1,300
d) Sta. 0+385 - Supply and install approx. 6 m of 300 mm dia.
perforated HDPE pipe (320 kPa) c/w sock for connection of ex. A
Branch to CB as specified. LS $ 800
e) Sta. 0+385 - Supply and install approx. 18 m of 300 mm dia.
perforated HDPE pipe (320 kPa) c/w sock for connection of ex. X
Branch to CB as specified. LS $ 2,400
f) Sta. 0+385 - Supply and install 300 mm dia. perforated HDPE
pipe (320 kPa) c/w sock for connection of ex. AA Branch to CB as
specified. 18 m $ 2,000
A8 Fill existing Kincardine Kinloss Branch 'A' (approx. 2,250 m) c/w
topsoil stripping and grading as specified. (SP 8)
(Sta. 0+036 to Sta. 0+385) LS $ 40,000
Total Estimated Cost of Construction (Private Property) $ 166,800
Work on Public Property
A9 Sideroad 30 South Crossing. (SP 9)
a) Supply approx. 36 m of 900 mm dia. solid, bell & spigot HDPE
dual-wall pipe (320 kPa stiffness) c/w rodent grate. LS $ 24,100
b) Supply approx. 20 m of 600 mm dia. solid, bell & spigot HDPE
dual-wall pipe (320 kPa stiffness) c/w rodent grate. LS $ 6,400
c) Install approx. 36 m of 900 mm dia. HDPE and 20 m of 600 mm
dia. HDPE through Sideroad 30 S by the Open Cut Method as
specified. LS $ 16,100
d) Remove and dispose of ex. CSP crossing as specified. LS $ 1,700
(Sta. 0+000 to Sta. 0+036)
A10 Sta. 0+036 CB
a) Supply one (1) 900 mm x 2,100 mm inline concrete CB. LS $ 8,800
b) Install one (1) concrete CB LS $ 2,200
(SP 6) (Sta. 0+036)
Total Estimated Cost of Construction (Public Property) $ 59,300
B. CONTINGENCIES
B1 Tile connections and existing tile reconnections to the drain (as
approved by the Engineer). (SP 10)
c) 100 mm dia. pipe— Connection 2 ea. $ 400
d) 150 mm dia. pipe— Connection 2 ea. $ 500
B2 Supply and install OPSS 19 mm (3/4") clear crushed stone.
(SP 11) 150 t. $ 3,300
B3 Supply and install a 450 mm thickness of OPSS R50 quarry stone
rip-rap with geotextile underlay. (SP 12) 100 m2 $ 8,300
B4 Supply and install OPSS Granular `B' material. (SP 13) 45 t. $ 2,500
Total Estimated Cost of Construction - Contingencies $ 15,000
Total Estimated Cost of Construction $ 246,600
SUMMARY OF COSTS
Total Estimated Cost of Construction $ 246,600
Allowances to Owners (Sections 29 & 30) $ 7,900
Preparation of Report $ 40,000
On-site meeting, field survey, drawing set and system design, agency
coordination, report preparation, determining allowances, construction and
maintenance assessment schedules
Printing and Consideration of the Report $ 2,500
Preparation of report copies for distribution, preparation and attendance at the
consideration of the report
Tendering $ 3,500
Preparation and distribution of tender, review of Contractor bid documents,
preparation of letter of recommendation for Council
Contract Administration $ 20,000
Preparation and attendance for pre-construction meeting, site reviews during
construction (assumed 15 days for drain construction), payment certificates and
related appurtenances (progress payment, substantial performance, statutory
holdback, and warranty holdback certificates)
Total Estimated Engineering $ 66,000
Administration and Financing $ 34,500
SVCA review fee, net HST (construction and engineering) and
interest charges
Total Estimated Cost $ 355,000
Note:
The above summary contains cost estimates only. It is emphasized that these estimates do NOT include
costs to defend the Drainage Report and procedures if appeals are filed with the Court of Revision,
Ontario Drainage Tribunal and/or the Ontario Drainage Referee. Unless otherwise directed, additional
costs to defend the report are typically distributed in a pro rata fashion over the assessments contained
in the Construction Assessment Schedule, excluding any Special Assessments.
Also, in addition to the work included in the above estimate, should repairs, replacements, underpinning
or other alterations be required for existing bridges, culverts, overflow culverts or any other structure
necessary to conduct overflow water, or water in open channels under or across a road allowance, as
affected by this drainage work, the work and cost thereof, including any necessary expenses incidental
thereto, and if not determined otherwise, shall be the responsibility of and shall be assessed against the
authority having control of such road or road allowance.
BuRNsiDE
[THE DIFFERENCE IS OUR PEOPLE]
Appendix C n
Construction and Maintenance Assessment x
Schedules and Assessment Background Information
Assessment Schedules
Kincardine-Kinloss Branch `A' Enclosure — For Construction C1
Kincardine-Kinloss Branch `A' Enclosure — For Maintenance C2
ORDER NO.92-035
FACTS H E ET FEBRUARY 1992
AGDEX 557
Q Ontario Ministry of Agriculture, AGRICULTURAL
Food and Rural Affairs ENGINEERING
UNDERSTANDING DRAINAGE ASSESSMENTS
Agriculture and Rural Division
(Reprinted March 1997)
The Drainage Act provides a legal procedure by which (e) allowances,if any,to be paid to the owners of land
an "area requiring drainage" may have an outlet drain affected by the drainage works and
constructed to dispose of excess water. (f) such other matters as are provided for under this Act."
The drainage work is initiated by interested individuals The engineer's report is presented to Council, who then
within an "area requiring drainage" who will benefit from notifies all persons assessed and calls a special meeting
the construction of the drain. A petition form, obtained from where the report is considered. General objections to the
the municipal clerk, is signed by interested landowners. In report may be raised at this time. At this meeting signatures
order to be valid or sufficient,the petition must be signed by may be added or removed from the petition and this
the majority of the owners in the "area requiring drainage" determines if the project will continue. Unresolved
or by owners that represent at least 60% of the lands in this problems, depending on the subject,may be appealed to the
area. The "area requiring drainage" is usually described by Court of Revision, the Ontario Drainage Tribunal or the
lot and concession,or other legal land description.By taking Drainage Referee. Details on appeal procedures may be
this action, it is presumed that the owners signing the found in The Drainage Act* or in Ontario Ministry of
petition have made a decision that the drain will be of Agriculture, Food and Rural Affairs Factsheet, Drainage
benefit to them and that the probable cost will be lower than Legislation.
the anticipated benefits. The initial benefit-cost decision is
made at this point by the landowners, not the engineer or The engineer's report includes two important items:
Council.
1. The estimated cost of the work — No matter how
The petition is presented to and considered by Council.If individual assessments are arrived at, this total
the petition represents a proper "area requiring drainage", estimated cost must always be equal to the total amount
that is a real drainage basin, and appears to be valid, the assessed,otherwise the work cannot proceed.
Council may decide to proceed. Council then notifies each
of the petitioners of this decision as well as any other 2. The assessment liability -- This may be spread over
municipality affected and the local Conservation Authority several pages if an owner awns several parcels of land
and the Ministry of Natural Resources. and if there are branch drains.It maybe summarized.
Council then appoints an engineer. The engineer is an Let us examine the obligations regarding this assessment.
employee of Council, hired to design this specific drain. RESPONSIBILITIES UNDER COMMON LAW
Under The Drainage Act, Section 9(2), the engineer is
required to hold an on-site meeting to determine(1)the area A natural watercourse is defined generally as a stream of
requiring drainage, (2) if the petition is valid, (3) the water which flows along a defined channel, with bed and
drainage needs of the area. The engineer is then required"to banks, for a sufficient time to give it substantial existence.
make an examination of the area requiring drainage as This may include streams that dry up periodically.
described in the petition and to prepare a report which shall
include:
(a) plans,profiles and specifications of the drainage works; *The Drainage Act may be found in the Revised Statutes
(b) a description of the area requiring drainage; of Ontario 1980, Chapter 126, available in most public
(c) an estimate of the total cost thereof; libraries. Individual copies may be purchased from the
(d) an assessment of the amount or proportion of the cost of Ontario Government Bookstore, 1-800-668-9938.
the works to be assessed against every parcel of land
and road for benefit,outlet liability and injuring
liability;
BRINGING THE RESOURCES OF THE WORLD Tn RURAL ONTARIO
A riparian landowner (owner of lands that abut upon a RESPONSIBILITY UNDER THE DRAINAGE ACT
natural watercourse) has the right to drain his or her lands In addition to the Common Law responsibility,an owner
into the natural stream, but may not bring water in from may also be assessed for benefit.
another watershed.He or she can collect water in ditches and
drains and discharge it into the watercourse even though it Benefit will vary between different lands, according to
results in an increase in volume and rate of flow. their differences of elevation.quantity of water to be drained
from each,distance of undrained land from the course of the
Where a natural watercourse becomes a part of a drain,it proposed ditch, and the presence or absence of existing
is no longer a natural watercourse. When this occurs, the drains,and other like factors.
riparian rights,as described earlier,are lost.
To consider whether a parcel of land will receive any
Surface water not flowing in a natural'watercourse (i.e. benefit from the construction, it is proper to consider
not having discernible bed and banks) has no right of whether any enhanced financial value will accrue to it as a
drainage. An owner of lower land may, at his or her own result of the drain construction. This may occur through the
choice, either allow the water from higher land to flow over increased productive power of the land or by rendering it
it or by dams or banks, keep such water off his or her more salable and at a better price, or by preventing water
property. No owner has the right to collect such surface from entering on to it.
water by ditches or drains and discharge it on lands of
another. He or she has a responsibility to take this water to a If the proposed drainage works can be of no possible
sufficient outlet, i.e., a natural watercourse or a drain benefit to the owner, or is of no commercial or agricultural
constructed under The Drainage Act. value,the Act does not authorize a contribution for benefit.
Since there is no right to drain surface water, the owner Sometimes,an owner has an undeveloped area that he or
of each parcel of land in the watershed is generally assessed she intends to leave in this condition. The owner may feel
for "outlet liability". In other words, his or her Common that he or she should not be assessed since the drain will be
Law liability is removed by paying for the increased size or of no benefit.However,the property could change hands and
cost of the drain due to the volume of water which is the new owner might want to drain and develop it. It is with
discharged from his or her property, even though the drain this in mind that the engineer must make an assessment,
may not provide a direct outlet for this water. The authority regardless of the present owner's intentions.
for this liability is set out in Section 23(1).
It is the duty of the engineer to determine whether or not
Since, through Common Law, a landowner is also liable a parcel of land will benefit from the project. When
for any damage he or she may cause from water which he or appealing a benefit assessment, the landowner must prove
she collects in drains and discharges on other land without a that the land does not benefit from the drain.
sufficient outlet, he or she maybe assessed for relief from
such "injuring liability" if the new drain serves as an outlet An owner has no responsibility for work done upstream
for his or her drains and prevents this injury from occurring. from his or her property unless the work provides a benefit
The authority for this liability is set out in Section 23(2). by"cutting off'a harmful flow of water across the property.
Injuring liability is frequently difficult to distinguish from In some instances, a"special benefit assessment"may be
outlet liability, consequently many engineers' reports do not levied against the property.This value usually represents the
contain such an item. difference in cost between that which was originally
designed and the increased level of design requested by a
The assessment for outlet liability and injuring liability is landowner. Examples include a closed or tile drain where
based on the volume and rate of flow of the water artificially open ditches would ordinarily suffice, or the construction of
caused to flow from an owner's property. Generally, the ponds beside the drain, or other special requests by a
assessment is based upon a unit value per hectarage.Owners landowner specifically for this benefit.The authority for this
at higher elevations on a watershed may have a higher unit liability is set out in Section 24.
charge than those owners near the outlet since the water
from their land makes use of a greater length of drain. A
difference may be made in the unit outlet charge due to
varying types of soil or land use,or the distance to the drain.
ENGINEER'S REPORT Damage to crops during construction and disposal of
The Engineer's report should contain a plan and profile waste material will vary depending on the time of year that
of the drain, as well as details on the drain design and the the work is constructed. Crop damage due to spreading the
assessment schedule. spoil on the banks is based on a decreasing yearly loss of
crop over several years. All or part of the cost of access
The plan shows the location of drains and the limits of bridges from a public road to the property may be assessed
the watershed. The profile shows ground elevations along to the property owner.
the drain and the present and proposed drain bottom. The
specifications give details on how the drain is to be Farm bridges are constructed as a part of the work. In
constructed. certain circumstances a severance allowance may be paid
instead of building the bridge. The allowance will depend
The Schedule of Assessment contains several columns. upon the value of the land severed, or the cost of the bridge
The first group contains the names of owners with a that would be required. The cost, or part of the cost of farm
description of each parcel of land assessed, bridges or the severance allowance may be assessed across
the property.
The hectarage shown in the schedule for which an owner
is assessed is only approximate. No survey is made to Where private drains are incorporated into the new drain,
accurately establish the watershed boundary or farm areas. a nominal allowance may be paid based on any saving that
Any minor error in hectarage assessed is not a valid basis for may result from using the private drain. These allowances
appeal nor does it greatly affect the assessment. The other may not be included in the Summary of Assessments but are
columns in the Schedule set forth the assessment liability for usually shown in a separate Schedule of Allowances.
each drain and/or branch drain. These values are only
estimates. The final value will not be known until the RELEVANT OMAFRA FACTSHEETS
construction work is finished. The assessment will then be Drainage Legislation.
prorated to recover the actual cost.
Allowances to lands injured by the work are set out in a This Factsheet was authored by Sid Vander Veen,P.Eng.,
separate schedule by the engineer as authorized in Sections Resources Management Branch.
29 to 33 of The Drainage Act.
Appendix C — Construction and Maintenance Assessment Schedules and
Assessment Background Information
Appendix C1 — Schedule of Assessment for Construction
In accordance with Section 8(1)(c) of the Act, this Appendix shows the distribution of the total
estimated cost over the lands and roads involved and are in accordance with Sections 21, 22,
23, 24, and 26 of the Act. Affected private lands that are deemed to have an agricultural tax
class may be eligible for any grants which may be available through the Ontario Ministry of
Agriculture and Food and Rural Affairs (OMAFRA). The engineering and administration costs
have been assessed out over the entire drain.
The assessments have been calculated using the Modified Todgham Method to distribute the
project costs throughout the watershed in a fair and equitable manner. Detailed calculations of
these assessments are available to affected property owners upon request. More
information on assessment and the Drainage Act can be found on the OMAFRA website.
Sections 22 and 23 — Benefit and Outlet Assessment
Section 21 of the Act states:
"The engineer in the report shall assess for benefit, outlet liability and injuring liability, and shall
insert in an assessment schedule, in separate columns, the sums assessed for each opposite
each parcel of land and road liable therefor. R.S.O. 1990, c. D.17, s. 21."
Section 22 of the Act states:
"Lands, roads, buildings, utilities or other structures that are increased in value or are more
easily maintained as a result of the construction, improvement, maintenance or repair of a
drainage works may be assessed for benefit. R.S.O. 1990, c. D.17, s.22"
Section 23 of the Act states:
"(1) Lands and roads that use a drainage works as an outlet, or for which, when the drainage
works is constructed or improved, an improved outlet is provided either directly or indirectly
through the medium of any other drainage works or of a swale, ravine, creek, or watercourse,
may be assessed for outlet liability.
(2) If, from any land or road, water is artificially caused by any means to flow upon and injure
any other land or road, the land or road from which the water is caused to flow may be
assessed for injuring liability with respect to a drainage works to relieve the injury so caused to
such other land or road.
(3) The assessment for outlet liability and injuring liability provided for in subsections (1) and (2)
shall be based upon the volume and rate of flow of the water artificially caused to flow upon the
injured land or road or into the drainage works from the lands and roads liable for such
assessments.
(4) The owners of the lands and roads made liable to assessment only under subsection (1) or
(2) shall neither count for nor against the petition required by section 4 unless within the area
therein described. R.S.O. 1990, c. D.17, s.23."
Throughout the course of the drain, specific costs were assigned to various property owners.
Parts of the costs of items such as catchbasins, junction boxes, berms, etc. were assessed to
the lands directly upstream and downstream of the item and/or the entire upstream watershed.
Section 26 —Special Assessment
Section 26 of the Act states:
"In addition to all other sums lawfully assessed against the property of a public utility or road
authority under this Act, and despite the fact that the public utility or road authority is not
otherwise assessable under this Act, the public utility or road authority shall be assessed for and
shall pay all the increase of cost of such drainage works caused by the existence of the works of
the public utility or road authority. R.S.O. 1990, c. D.17, s.26."
In this report, a Section 26 assessment was applied to Sideroad 30 S. The increased cost for
installing the road crossing has been assessed to the road authority, as has an administrative
charge for the on-site construction inspection. The remaining administrative costs have been
assessed as a specific Benefit to the affected road.
Pursuant to Section 26 of the Drainage Act the following Special Assessments are made:
1. Sideroad 30 S (Municipality of Kincardine) (Sta. 0+000 to 0+036)
The Special Assessment for this portion of the work is the increased cost to the proposed drain
due to the presence and operation of the road and is calculated as follows:
Construction Costs - Equivalent Drain + Engineering/ = Special
Administration Assessment
Consisting of Items: Consisting of: Consisting of:
Item A9 —Supply and 36 m of dual 600 mm Construction layout and
install approx. 36 m of dia. CDT installed by inspection.
900 mm dia. HDPE pipe excavator on stone
and 20 m of 600 mm bedding
dia. HDPE pipe through
Sideroad 30 S
Contingencies/Extra—
Any contingency/extra
costs associated with
the crossing to the
discretion of the
Contract Administrator.
$ 51,500 - $ 8,800 + $ 2,000 = $ 44,700
Whether or not the Municipality of Kincardine elects to do work on their property (Sideroad 30 S),
they shall be assessed the actual cost of the work incurred (estimated as $ 51,500), minus the
actual cost of an equivalent drain (estimated as $ 8,800), plus engineering/administration
(estimated as $ 2,000) as a Special Assessment.
Appendix C2 — Schedule of Assessment for Maintenance
In accordance with Section 38 of the Act, assessment schedules for future maintenance of the
proposed drain have been completed. Affected lands located upstream of the maintenance shall
be determined by the Drainage Superintendent and assessed according to these schedules.
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BuRNsiDE
[THE DIFFERENCE IS OUR PEOPLE]
Appendix D
Agency Correspondence
D
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v
' Fisheries and Oceans Peches et Oceans
Canada Canada
Ontario and Prairie Region Region de 1'Ontario et des Prairies
Fish and Fish Habitat Protection Program Programme de protection du poisson et de son habitat
867 Lakeshore Rd. 867 chemin Lakeshore
Burlington,ON Burlington,ON
L7S lAl L7S lAl
February 21 st, 2022
Our file Notre reference
22-HCAA-00337
George Guse
1475 Concession 5 Road
Kincardine, Ontario
N2Z 2X6
Subject: Drain Enclosure, Kincardine Kinloss Drain, Class Unrated,Kincardine
(22-HCAA-00337)—Implementation of Measures to Avoid and Mitigate
the Potential for Prohibited Effects to Fish and Fish Habitat
Dear George Guse:
The Fish and Fish Habitat Protection Program (the Program) of Fisheries and Oceans
Canada(DFO)received your proposal on February 15th, 2022. We understand that you
propose to:
• Enclose 350m of Kincardine Kinloss Drain and install a new tile drainage
system;
• Make improvements to the existing road crossing culvert and outlet
culvert of Kincardine Kinloss Drain to accommodate the new drainage
tile;
• Conduct all in-water works, undertakings or activities in isolation of open
or flowing water with fish excluded; and
• Ensure appropriate erosion and sediment control measures.
Our review considered the following information:
• Request for Review form and associated documents submitted on
February 15th, 2022.
Your proposal has been reviewed to determine whether it is likely to result in:
• the death of fish by means other than fishing and the harmful alteration,
disruption or destruction of fish habitat which are prohibited under
subsections 34.4(1) and 35(1) of the Fisheries Act; and
• effects to listed aquatic species at risk, any part of their critical habitat or
the residences of their individuals in a manner which is prohibited under
sections 32, 33 and subsection 58(1) of the Species at Risk Act.
Cmada,
/2
22-HCAA-00337 - 2 -
The aforementioned impacts are prohibited unless authorized under their respective
legislation and regulations.
To avoid and mitigate the potential for prohibited effects to fish and fish habitat(as listed
above), we recommend implementing the measures listed below:
• Plan in-water works, undertakings and activities to respect timing windows to
protect fish and fish habitat
o No in-water work between March 15 to July 15
• Capture, relocate and monitor for fish trapped within isolated, enclosed, or
dewatered areas
o Dewater gradually to reduce the potential for stranding fish
• Screen intake pipes to prevent entrainment or impingement of fish
o Use the code of practice for water intake screens
• Apply the interim code of practice for temporary cofferdams and diversion
channels
• Limit impacts on riparian vegetation to those approved for the work, undertaking
or activity
• Limit the duration of in-water works, undertakings and activities so that it does
not diminish the ability of fish to carry out one or more of their life processes
(spawning, rearing, feeding, migrating)
• Conduct in-water undertakings and activities during periods of low flow
• Develop and implement an Sediment Control Plan to minimize sedimentation of
the waterbody during all phases of the work, undertaking or activity
• Do not deposit any deleterious substances in the water course
• Develop and implement a response plan to avoid a spill of deleterious substances
o Stop work, contain sediment-laden water and other deleterious substances
and prevent their further migration into the watercourse
Provided that you incorporate these measures into your plans, the Program is of the view
that your proposal will not require an authorization under the Fisheries Act, or the
Species at Risk Act.
Should your plans change or if you have omitted some information in your proposal,
further review by the Program may be required. Consult our website (hlt2://www.dfo-
mpo.gc.cq/ or consult with a qualified environmental consultant
to determine if further review may be necessary. It remains your responsibility to remain
in compliance with the Fisheries Act, and the Species at Risk Act.
It is also your Duty to Notes DFO if you have caused, or are about to cause, the death of
fish by means other than fishing and/or the harmful alteration, disruption or destruction of
fish habitat. Such notifications should be directed to (http://www.dfo-mpo.gc.ca/pnw-
ppe/CONTACT-eng.html).
We recommend that you notify this office at least 10 days before starting your project
and that a copy of this letter be kept on site while the work is in progress. It remains your
.../3
22-HCAA-00337 - 3 -
responsibility to meet all other federal, territorial, provincial and municipal requirements
that apply to your proposal.
If you have any questions with the content of this letter,please contact Carly White by
email at Carly.White@dfo-mpo.gc.ca. Please refer to the file number referenced above
when corresponding with the Program.
Yours sincerely,
Carly White
Biologist, Triage and Planning
Fish and Fish Habitat Protection Program
R.J. Burnside&Associates Limited 292 Speedvale Avenue West Unit 20 Guelph ON N1 H 1 C4 CANADA
telephone (519)823-4995 fax(519)941-8120 web www.riburnside.com
BuRNADE
[THE DIFFERENCE IS OUR PEOPLE]
Technical Memorandum — Terrestrial Habitat
Assessment
Date: September 22, 2022 Project No.: 300054217.0000
Project Name: Kincardine Kinloss MD Branch 'A' Enclosure
Client Name: Municipality of Kincardine
Submitted To: Saugeen Valley Conservation Authority
Submitted By: Sarah Yoshida, B.Sc. (Env.) G. Cert. E.R
Reviewed By: Kevin Butt, B.Sc. (Env.) Rest Cert, TRAQ
1.0 Project Background
R.J. Burnside & Associates Limited (Burnside) have been retained by the Municipality of
Kincardine to provide engineering and consulting services for the enclosure of
Kincardine-Kinloss MD Branch A (the drain). The proposed works involve enclosing
approximately 325 m of the drain from its origin to the Sideroad 30S road crossing. The
downstream limit of the work zone is the crossing at Sideroad 30s (44.145383, -
81.462680). The location of the drain is visible on Drawing 1 enclosed.
A permit is required prior to undertaking any alterations of this feature as the drain is regulated
feature under the jurisdiction of the Saugeen Valley Conservation Authority (SVCA). The SVCA
requires an assessment of on-site terrestrial conditions as a part of permitting requirements. It
must be demonstrated that the proposed drain enclosure will not result in any adverse
ecological impacts to terrestrial ecosystems in order for a permit to be issued.
Technical Memorandum Page 2 of 10
Project No.: 300054217.0000
September 22,2022
2.0 Terrestrial Habitat Assessment
2.1 Background Information Review
Burnside's terrestrial ecology staff reviewed the following sources of information to determine
ecological constraints which may impact the proposed works:
• Aerial Imagery (2021);
• The Ministry of Natural Resources and Forestry (MNRF) Natural Heritage Information
Centre (NHIC) database to identify records of rare wildlife species on, and in the vicinity of,
the Site;
• The Ontario Breeding Bird Atlas (OBBA), 2001-2005 for records of birds breeding in the
area'; and
• The Ontario Reptile and Amphibian Atlas (ORAA), for records of reptiles and amphibians in
the area.
Natural Heritage Information Centre Database
The NHIC was accessed to search for records of provincially significant plants, vegetation,
communities, and all forms of wildlife within the Subject Property and the surrounding areas.
The database provides data for 1 km x 1 km blocks. The Subject Property and the vicinity
(i.e., within 120 m of the site) falls within two (2) 1 km squares (square no. 17MJ6288 and
17MJ6388). The search revealed two (2) records of Bobolink (Dolichonyx oryzivorus) and
two (2) records for Eastern Meadowlark (Sturnella magna). Both species are designated as
Threatened and ranked as S4.
The following features are, or may also be present within 120 m of the drainage feature:
• Wildlife Concentration Area — Mixed Wader Nesting Colony; and
• Habitat of endangered and threatened species.
Ontario Breeding Bird Atlas
A review of the Ontario Breeding Bird Atlas (OBBA) square 17PJ12 identified records of 90 bird
species in the vicinity of the site. The relative rarity2 of each species is identified in Table 1
below.
Ontario Breeding Bird Atlas (OBBA). 2005. Atlas Records and Square Summaries. Accessed July 18,
2022 from: http://www.birdsontario.org/atlas/squareinfo.jsp.
Technical Memorandum Page 3 of 10
Project No.: 300054217.0000
September 22,2022
Table 1. Provincial S-Ranks of Bird Species Recorded in the Vicinity3 of the Site
Rarity Ranking (SRank)* Number of Species
S2 (S2B) 1
S3 S3, S3B 1
S4 S4, S4B, S4S5B 26
S5 S5, S5B 58
SNA 4
*S1- Critically Imperiled
S2- Imperiled
S3- Vulnerable
S4- Apparently Secure
S5- Secure
SNA- Not applicable, not suitable for conservation
activities
The majority of bird species in the area are ranked as S5 and are considered to be common,
secure, and not at risk. Species ranked S4 are considered to be apparently secure while
species listed as S3 are considered to be vulnerable and S2 ranked species are imperiled. Of
the species listed above, seven (7) are listed under the Endangered Species Act either as
Special Concern (SC), Threatened (THR), or Endangered (END), ranking from S4 to S2B.
Species at risk that occur within the general vicinity of the project include:
• Eastern Wood-pewee (Contopus virens; SC);
• Bank Swallow (Riparia riparia; THR);
• Barn Swallow (Hirundo rustica; THR);
• Wood Thrush (Hylocichla mustelina; SC);
• Canada Warbler (Cardellina canadensis; SC);
• Bobolink (Dolichonyx oryzivorus; THR); and
• Eastern Meadowlark (Sturnella magna; THR).
Suitable habitat is only present within 120 meters of the project for one of these seven species,
Barn Swallow. We note that suitable nesting habitat for Barn Swallow only occurs within the
box culvert located at the Concession 5 Crossing. This culvert crossing will not be altered as a
part of this project.
Records for Bobolink and Eastern Meadowlark exist in the immediate vicinity of the project, but
row-cropping that is present on the site is not considered to be suitable habitat. It should be
noted that in the case of Eastern Meadowlark and Bobolink, both species are can potentially
nest within agricultural fields; however, as per General Regulation O.Reg. 242/08 under the
ESA, exemptions are granted to agricultural operations that would otherwise contravene the
species and habitat protection afforded to both species. it is not recommended that habitat
regulations include intensively managed agricultural systems, including all annual row crops
(e.g., corn, soybeans, winter wheat, etc.) within the recovery strategy for Eastern Meadowlark
Technical Memorandum Page 4 of 10
Project No.: 300054217.0000
September 22,2022
and Bobolink. These systems are of poor habitat quality and often cannot be used beyond one
breeding season (McCraken et al. 2013)2.
Suitable habitat is not present for Eastern Wood-pewee, Bank Swallow, Wood Thrush, or
Canada Warbler. See Table 2 (enclosed) for further details
OBBA records are provided in Table 1 enclosed.
Ontario Reptile and Amphibian Atlas
A review of the Ontario Reptiles and Amphibian Atlas square 17MJ683 identified records of
nine (9) different species of reptiles and amphibians within the vicinity of the site. The
Endangered Species Act(2007) status and federal Species at Risk Act (2002) status as well as
the subnational Rank (SRank) of each species is identified in Table 2.
Table 2. Reptiles and Amphibians Documented in the Vicinity of the Site
Common Scientific Name #of Earliest Latest SRANK ESA SARA
Name Records Yr Yr
Reptiles
Snapping Chelydra serpentine
Turtle 2 1986 1986 S4 SC SC
Amphibians
American Lithobates
Bullfrog catesbeianus 2 1985 2010 S4
Fro Green Lithobates clamitans 3 1985 1996 S5
g
Mink Frog Lithobates 1 1996 1996
septentrionalis S5
Northern Lithobates pipiens
Leopard 7 1983 2015
Frog S5
SpriPeener Pseudacris crucifer 7 1981 2015 S5
Western Pseudacris maculata
Chorus pop. 1 1 2015 2015
Frog S4 NAR THR
Frog S5
Lithobates sylvaticus 2 1987 2015 S5
Toad American Anaxyrus amen.canus 3 1983 2015 S5
2 McCracken, J.D., R.A. Reid, R.B. Renfrew, B. Frei, J.V. Jalava, A. Cowie, and A.R. Couturier. 2013.
Recovery Strategy for the Bobolink (Dolichonyx oryzivorous) and Eastern Meadowlark (Sturnella magna)
in Ontario. Ontario Recovery Strategy Series. Prepared for the Ontario Ministry of Natural Resources,
Peterborough, Ontario. viii + 88 pp.
3 Ontario Reptile and Amphibian Atlas (ORAA). 2019. Atlas Records and Square Summaries. Accessed
July 18, 2022 from: https://www.ontarioinsects.org/herp/
Technical Memorandum Page 5 of 10
Project No.: 300054217.0000
September 22,2022
Of the nine species listed above, one species, Snapping Turtle (Chelydrua serpentine), is
classified as a species of Special Concern. Suitable habitat is present on-site for Snapping
Turtle.
3.0 Existing Conditions
Terrestrial habitat conditions were assessed based on data provided during a site visit by a
Burnside ecologist on November 9, 2021. Ecological communities were assessed using the
protocols outlined in the Ecological Land Classification for Southern Ontario (Lee et al., 1998)4
and classified using the 2008 ELC Protocol (Lee, 2008)5.
Ecological Land Classification
Overall, terrestrial habitat is consistent throughout the reach of the drain. A description of each
community is provided below. The locations and extent of the ELC communities present within
the Project Limits and adjacent areas can be found in Figure 2 enclosed.
MAMM1-3 - Reed-canary Grass Graminoid Mineral Meadow Marsh Type
The MAMM1-3 community represents the entire riparian area of the drain and spans
approximately three (3) to five (5) meters from the edge of the drain (Photo 1 and 2). Tree
cover is limited throughout the entirety of this community (>10% cover). Tree species present
include: Eastern Cottonwood (Populus deltoides), Silver Maple (Acersaccharinum), Alder Sp.
(Alnus sp.), Ash (Fraxinus sp.), and White Willow (Salix alba). Shrub cover is also limited
throughout the drain (>10%). Plant species present include Red Osier Dogwood (Corpus
sericea), Willow (Salix sp.), and Aspen regeneration (Populus sp.). Reed Canary Grass
(Phalaris arundinacea) is dominant ground cover species. Other associate species include
Common Milkweed (Asclepius syriaca), Bittersweet Nightshade (Solanum dulcamara), Aster
(Symphyotrichum sp.), Goldenrod (Solidago sp.), Wild Carrot (Daucus carota), and Teasel
(Dipsacus sylvestris). Broadleaf Cattail (Typha latifolia) is also present within the channel of the
drain in conjunction with Reed Canary Grass within the channel.
Overall, the MAMM1-3 community is a common, widespread, and low sensitivity-ecosystem.
OAGM1 —Annual Row Crops
This community represents the agricultural lands surrounding the drain. Crop species present
include winter wheat, a winter cover crop, and soy (Photo 3).
4 Lee, H.T, W.D. Bakowsky, J.L. Riley, J. Bowles, M. Puddister, P. Uhlig, S. McMurray. 1998. Ecological
Land Classification for Southern Ontario: First Approximation and its Application. Ontario Ministry of
Natural Resources, Southcentral Region, Science Development and Transfer Branch. Technical Manual
ELC-005.
5 Lee, H.T. 2008. Southern Ontario Ecological Land Classification: Vegetation Type List. Ontario Ministry
of Natural Resources, London, Ontario.
Technical Memorandum Page 6 of 10
Project No.: 300054217.0000
September 22,2022
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Technical Memorandum Page 8 of 10
Project No.: 300054217.0000
September 22,2022
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Photo 3.^Agricultural lands adjacent to the drain.
4.0 Impacts and Mitigation
Overall, the ecological communities present on-site are low-sensitivity, common and widespread
across southern Ontario. In addition, the MAMM1-3 community extends east of Concession 5
and will still provide habitat for common, low-sensitivity wildlife species. Based on Burnside's
assessment of the on-site conditions, the removal of a relatively small portion of the MAM M 1-3
community will not impact the ecological functioning of the ecological communities downstream
of the drain enclosure.
Technical Memorandum Page 9 of 10
Project No.: 300054217.0000
September 22,2022
Loss or Disturbance to Migratory Birds or their Nests
The riparian vegetation is also likely to provide nesting habitat for common, tolerant bird
species. Based on the on-site conditions and historical records, Species at Risk birds are not
supported.
Although riparian vegetation provides habitat for migratory bird, impacts of removing this
vegetation is anticipated to minimal and will not impact bird populations and a landscape level.
To prevent the incidental, take of migratory birds or their nests, vegetation clearing should be
completed outside of the breeding bird season (Nesting Zone C2 core breeding window, or
when 41-100% are predicted to be nesting for all habitat types, is approximately April 1 to
August 31). If this is not possible, a bird specialist should survey the site prior to clearing to
confirm that no active nests of migratory birds are present. Any active nests should be fenced
and left undisturbed until young have fledged, as determined by a qualified biologist.
Loss of Wildlife Habitat
The drain and its associated riparian area may provide suitable habitat various wildlife species
including one species of Special Concern, Snapping Turtle and common, widespread breeding
anurans that are able to metamorphosize during the summer breeding season such as
American Toad (Anaxyrus americanus) and Spring Peeper (Pseudacris crucifer). The drain is
unlikely to support species that require permanent standing water for reproduction such as
Green Frog (Lithobates clamitans) and American Bullfrog (Lithobates catesbeianus) as it is
likely that the drain is seasonally dry. Consideration should be provided for the listed amphibian
and reptile species; mitigation measures are discussed in greater detail below.
Removal of limited quantities of terrestrial habitat will not impact wildlife populations at a
landscape level. The drain does not act as a movement corridor to the wetland for terrestrial
species as the feature is effectively isolated by the surrounding agricultural fields despite the
presence of a wetland feature is located within approximately 300 meters of the feature. It
should also be noted that suitable habitat is present for turtles and anurans immediately
downstream of the proposed works.
Wildlife relocations (anurans, turtles) should also be undertaken prior to commencing any
construction works and for any wildlife encountered during construction. All wildlife relocations
should be conducted by trained a biologist or ecologist under a Wildlife Scientific Collectors
Authorization. Additionally, in-water works and alterations in water level should not occur during
turtle overwintering (November— March).
Erosion and Sedimentation Encroachment
There is potential for erosion / sedimentation and encroachment to occur beyond the
construction limits as a result of vegetation removal, excavation, and grading and works.
Technical Memorandum Page 10 of 10
Project No.: 300054217.0000
September 22,2022
A sediment trap will be constructed at the downstream limit of the works and a rock check dam
will be installed to prevent sedimentation of the reaches downstream of the construction
zone. A stilling basin will also be constructed at the outlet of the tile drain. Rip-rap will be
placed above the high-water mark to provide erosion protection and round river stone will be
placed on the bed of the channel at the outlet of the tile. These measures will be monitored
daily by the Environmental Inspector during construction and all deficiencies rectified
immediately.
Noise
Noise can be disruptive to various wildlife species including calling anurans and songbirds.
Environmental noise will be reduced through the standard operating practices and conformity
with noise by-law requirements. Noise will only occur during daylight hours. The Environmental
Inspector will ensure that all operational plans and construction timing associated with noise
management are being followed.
5.0 Conclusions
The drain is likely to provide habitat for common species of bird and amphibian as well as one
species of turtle, as outlined in Section 2 of this memo. The loss of the MAMM1-3 ecosite
associated with enclosing the drain will not impact downstream ecological communities or
wildlife populations at a landscape level. It is Burnside's opinion that any deleterious impacts to
wildlife species can be effectively mitigated using appropriate timing windows, wildlife
relocations, implementation of erosion measures and ongoing monitoring by the Environmental
Inspector of erosion measures, noise, and presence of wildlife.
R.J. Burnside &Associates Limited
Sara!- Yoshida, B.Sc. (Env.) G. Cert. E.R
Ecologist
SY:sn
Enclosure(s) Table 1 —OBBA Data
Table 2 — Species at Risk Table
Figure 1 — ELC Community Mapping
Drawing 1 — Kincardine-Kinloss Municipal Drain Branch `A' Improvement
cc: Trevor Kuepfer, P.Eng., Project Engineer, R.J. Burnside & Associates Limited
Other than by the addressee,copying or distribution of this document, in whole or in part,is not permitted without the express
written consent of R.J. Burnside&Associates Limited.
054217 Kincardine Kinloss MD Branch A-Terrestrial Ecology.docx
9/22/2022 2:25 PM
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Project Name: Kincardine Kinloss MD Branch A Improvement
Project Number: 300054217.0000
Ontario Breeding Bird Atlas Data for Square 17MJ68
Breeding Evidence
Region Square Species
Max BE Categ
8 17MJ68 Canada Goose FY CONF
8 17MJ68 Wood Duck H POSS
817MJ68 Mallard P PROB
8 17MJ68 Ruffed Grouse S POSS
8 17MJ68 Wild Turkey H POSS
8 17MJ68 Great Blue Heron H POSS
8 17MJ68 Green Heron H POSS
8 17MJ68 Turkey Vulture H POSS
8 17MJ68 Northern Harrier NB CONF
8 17MJ68 Red-tailed Hawk H POSS
8 17MJ68 American Kestrel H POSS
817MJ68 Killdeer P PROB
8 17MJ68 Rock Pigeon AE CONF
8 17MJ68 Spotted Sandpiper H POSS
8 17MJ68 Upland Sandpiper P PROB
8 17MJ68 Mourning Dove P PROB
8 17MJ68 Yellow-billed Cuckoo CF CONF
817MJ68 Black/Yellow-billed S POSS
Cuckoo
8 17MJ68 Black-billed Cuckoo H POSS
8 17MJ68 Eastern Screech-Owl S POSS
8 17MJ68 Great Horned Owl H POSS
8 17MJ68 Barred Owl P PROB
8 17MJ68 Short-eared Owl H POSS
817MJ68 Ruby-throated P PROB
Hummingbird
8 17MJ68 Belted Kingfisher CF CONF
8 17MJ68 Yellow-bellied Sapsucker P PROB
8 17MJ68 Downy Woodpecker FY CONF
8 17MJ68 Hairy Woodpecker H POSS
8 17MJ68 Northern Flicker S POSS
8 17MJ68 Pileated Woodpecker S POSS
8 17MJ68 Eastern Wood-Pewee P PROB
8 17MJ68 Alder Flycatcher S POSS
8 17MJ68 Willow Flycatcher S POSS
Project Name: Kincardine Kinloss MD Branch A Improvement
Project Number: 300054217.0000
8 17MJ68 Least Flycatcher S POSS
8 17MJ68 Eastern Phoebe S POSS
8 17MJ68 Great Crested Flycatcher P PROB
8 17MJ68 Eastern Kingbird A PROB
8 17MJ68 Yellow-throated Vireo S POSS
8 17MJ68 Warbling Vireo CF CONF
8 17MJ68 Red-eyed Vireo S POSS
8 17MJ68 Blue Jay P PROB
8 17MJ68 American Crow CF CONF
8 17MJ68 Horned Lark P PROB
8 17MJ68 Purple Martin P PROB
8 17MJ68 Tree Swallow AE CONF
8 17MJ68 Northern Rough-winged H POSS
Swallow
8 17MJ68 Bank Swallow H POSS
8 17MJ68 Barn Swallow AE CONF
8 17MJ68 Black-capped Chickadee CF CONF
8 17MJ68 White-breasted Nuthatch P PROB
8 17MJ68 House Wren S POSS
8 17MJ68 Winter Wren S POSS
8 17MJ68 Eastern Bluebird H POSS
817MJ68 Veery P PROB
8 17MJ68 Wood Thrush P PROB
8 17MJ68 American Robin CF CONF
8 17MJ68 Gray Catbird S POSS
8 17MJ68 Brown Thrasher S POSS
8 17MJ68 European Starling FY CONF
8 17MJ68 Cedar Waxwing AE CONF
817MJ68 Blue-winged/Golden- S POSS
winged Warbler
8 17MJ68 Yellow Warbler A PROB
8 17MJ68 Chestnut-sided Warbler S POSS
8 17MJ68 Black-throated Green S POSS
Warbler
8 17MJ68 Black-and-white Warbler S POSS
Project Name: Kincardine Kinloss MD Branch A Improvement
Project Number: 300054217.0000
8 17MJ68 American Redstart S POSS
817MJ68 Ovenbird S POSS
8 17MJ68 Northern Waterthrush S POSS
8 17MJ68 Mourning Warbler A PROB
8 17MJ68 Common Yellowthroat A PROB
8 17MJ68 Canada Warbler S POSS
8 17MJ68 Eastern Towhee S POSS
8 17MJ68 Chipping Sparrow NB CONF
8 17MJ68 Field Sparrow S POSS
8 17MJ68 Vesper Sparrow S POSS
8 17MJ68 Savannah Sparrow P PROB
8 17MJ68 Song Sparrow P PROB
8 17MJ68 Swamp Sparrow A PROB
8 17MJ68 White-throated Sparrow S POSS
8 17MJ68 Scarlet Tanager S POSS
8 17MJ68 Northern Cardinal S POSS
8 17MJ68 Rose-breasted Grosbeak S POSS
8 17MJ68 Indigo Bunting S POSS
817MJ68 Bobolink P PROB
8 17MJ68 Red-winged Blackbird FY CONF
8 17MJ68 Eastern Meadowlark S POSS
8 17MJ68 Common Grackle CF CONF
8 17MJ68 Brown-headed Cowbird P PROB
8 17MJ68 Baltimore Oriole CF CONF
8 17MJ68 House Finch P PROB
8 17MJ68 American Goldfinch P PROB
8 17MJ68 House Sparrow JAE JCONF
BuRNsiDE
[THE DIFFERENCE IS OUR PEOPLE]
Appendix E
Standard Drain Specifications
General Drain Specifications E.2.1
Specifications for Open Drains E.2.2
Specifications for Closed Drains E.2.3
Specifications for Road Crossing (Open Cut Method) E.2.4
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E.2.1 GENERAL DRAIN SPECIFICATIONS
E.2.1.1 SCOPE OF SPECIFICATIONS
This specification covers the general conditions governing the construction of a
Municipal Drain under the most recent revision of The Drainage Act and amendments.
All work shall be done in accordance with current and applicable Ontario Provincial
Standard Specifications and Drawings (OPSS and OPSD).
E.2.1.2 BENCHMARKS
Benchmarks shall be set at intervals along the course of the work at locations shown on
the accompanying plan and/or profile. The Contractor or landowner shall be held liable
for the cost of re-establishing benchmarks destroyed. Attention is drawn to Section 13 of
The Drainage Act.
E.2.1.3 STAKES/FLAGS/MARKERS
Stakes, flags or markers are typically set at intervals throughout the course of the work,
at all fences and property lines. The Contractor or landowner shall be held liable for the
cost of replacing any stakes removed or destroyed.
E.2.1.4 PROFILE
The drain is to be excavated or installed to regular gradient lines as shown on the
profile(s). These gradients show the bottom of the finished drain (open or closed) and
are governed entirely by the benchmarks. In the case of closed drains, the gradient is
that of the invert of the tile. The profile(s) shows the approximate depth from the surface
of the ground to the invert of the tile or drain bottom at the point where the stations are
set and from the average bottom of the open drain as taken at the time of survey. Open
drains shall be brought to an even gradient in the bottom to prevent standing water. For
closed drains, a variation of 25 mm (unless specified otherwise) from the gradient may
be deemed sufficient reason for the work to be rejected and required to be rebuilt.
E.2.1.5 CLEARING
Clearing means the cutting of all standing trees, brush, bushes and other vegetation to
a maximum height of 300 mm above original ground level as well as the removal of
felled materials and windfalls. Trees measuring 150 mm or more in diameter shall be
felled, delimbed, cut into lengths no longer than 4 m and stacked to the designated side
of the working space. The work shall not damage or disturb the area outside the areas
specified in the Contract Documents.
The work shall consist of clearing all areas of earth excavation, earth surfaces to be
covered by embankments up to and including 1.2 m in height, and any other areas
specified in the Contract Documents.
PAGE 1 OF 15
No trees, brush or bushes are to be left inside the slopes of the drain, whether they are
located within the limits of the excavation or not. Brush cleared in accordance with the
above shall be piled in a location and in a manner satisfactory to the Engineer for
burning by the Owner. Unless otherwise specified or directed, these piles shall be a
minimum of 100 m apart and shall contain only cleared material. All work shall be done
in accordance with OPSS 201.
E.2.1.6 CLOSE CUT CLEARING
Close Cut Clearing means the cutting of all standing trees, stumps, brush, bushes and
other vegetation at original ground level and the removal of felled materials and
windfalls. Grubbing means the removal of all stumps, roots, embedded logs, debris and
secondary growth. Trees measuring 150 mm or more in diameter shall be felled,
delimbed, cut into lengths no longer than 4 m and stacked to the designated side of the
working space. The work shall not damage or disturb the area outside the areas
specified in the Contract Documents.
The work shall consist of close cut clearing all earth surfaces to be covered by
embankments greater than 1.2 m in height, and any other areas specified in the Contract
Documents.
No trees, stumps, brush or bushes are to be left inside the slopes of the drain whether
they are located within the limits of the excavation or not. Brush cleared in accordance
with the above shall be piled in a location and in a manner satisfactory to the Engineer
for burning by the Owner. Unless otherwise specified or directed, these piles shall be a
minimum of 100 m apart and shall contain only cleared material. All work shall be done
in accordance with OPSS 201.
E.2.1.7 BRUSHING
Brushing means the grinding or chipping to ground level of vegetation in the working
space under 150 mm in diameter by means of a hydraulic brushing attachment used
with an excavator or approved equivalent. This includes grinding or chipping all standing
trees, stumps, brush, bushes and other vegetation to original ground level.
Trees measuring 150 mm or more in diameter shall be felled, delimbed, cut into lengths
no longer than 4 m and stacked to the designated side of the working space. The work
shall not damage or disturb the area outside the areas specified in the Contract
Documents. All work shall be done in accordance with OPSS 201.
E.2.1.8 GRUBBING
Grubbing means the removal of all stumps, roots, embedded logs, debris and
secondary growth.
PAGE 2 OF 15
The work shall consist of grubbing all areas of earth excavation, earth surfaces to be
covered by embankments up to and including 1.2 m in height and any other areas
specified in the Contract Documents.
Grubbing is not required in swamps. Mechanical stump cutters are permitted, provided
the entire root structure is removed. Depressions remaining after grubbing shall be
backfilled with suitable earth material and compacted to avoid settlement. When
clearing has been previously completed by others, all secondary growth, brush and
debris shall be removed.
Piled boulders and surface boulders that are not specified in the Contract Documents for
removal and lie within areas to be grubbed shall be removed. The work shall not
damage or disturb the area outside the areas specified in the Contract Documents. All
work shall be done in accordance with OPSS 201.
E.2.1.9 REMOVAL OF SURFACE BOULDERS & REMOVAL OF PILED
BOULDERS
Piled Boulders means any cobbles, boulders or rock fragments that have been placed
in fence rows or piles.
Rock means rock as defined in OPSS 206.
Surface Boulder means any boulder or rock fragment that measures 200 mm or greater
in any one dimension, extends a minimum of 200 mm above original ground and can be
removed without excavation.
The work shall consist of the removal of surface boulders and removal of piled boulders
within the areas specified in the Contract Documents. Depressions remaining after
removal shall be backfilled with suitable earth material and compacted to avoid
settlement. The work shall not damage or disturb the area outside the areas specified in
the Contract Documents. All work shall be done in accordance with OPSS 201.
E.2.1.10 FENCES
The Contractor will be permitted to remove fences to the extent necessary to allow the
construction of the drain and to dispose of any excess material according to the
specifications. Any such fences shall be carefully handled so as to cause no
unnecessary damage. Unless allowance has been provided, such fences shall be
replaced by the Contractor in as good a condition as found. The Contractor shall supply
all material necessary to properly reconstruct any fences. The Contractor shall not leave
any fence open when he is not at work in the immediate area and shall replace the fence
in a timely manner, all to the satisfaction of the Engineer.
PAGE 3 OF 15
E.2.1.11 STANDING CROPS AND LIVESTOCK
Should a property owner wish to harvest any crop along an access route or within the
construction working space as set out in the Engineer's Report, then it shall be the
responsibility of the property owner to do so prior to construction. Provisions for the loss
of, or damage to, crops along the access route or in the construction area ("Working
Space") have been made in the Report and such loss or damage shall not be the liability
of the Contractor.
The Contractor shall contain construction operations to the working space and width
specified. As long as the construction operations are contained within the specified
working space, the Contractor shall not be responsible for damages to crops along the
course of the drain.
It shall be the responsibility of the property owners to keep their livestock clear of the
construction area upon receiving 24 hours advance notice by the Contractor. After
receiving proper notice, the Owner of the property upon which a drain is being
constructed shall be liable for any loss or damage to livestock, the drain, drain materials
or the Contractor's equipment caused by their livestock.
E.2.1.12 NOTIFICATION OF AGENCIES
The Contractor shall notify the appropriate agency before performing any work affecting
the land or property of the MTO, railway, telephone, pipeline or public utility or regulatory
agency. The Contractor shall further agree to perform the work affecting such lands or
property in accordance with the specifications and approval/permit of the applicable
agency.
E.2.1.13 FINAL INSPECTIONS
After substantial completion of the work, but prior to demobilization and final removal of
all equipment and materials from the site, the Contractor MUST arrange an on-site
FINAL Inspection of the work with the engineer to ensure all aspects of the work have
been satisfactorily completed and/or that arrangements have been made to expedite the
completion of any outstanding "minor" items or deficiencies. All the work included in the
contract, at the time of the Final Inspection, must have the full dimensions and cross-
sections called for in the plans and specifications. Notification to the Engineer of this
Final Inspection shall be provided at least 5 days prior and it shall be completed as soon
as possible or as soon thereafter as weather conditions permit.
PAGE 4 OF 15
E.2.2 SPECIFICATIONS FOR OPEN DRAINS
E.2.2.1 GEOMETRY
The drain shall have the full bottom width, at the gradient, specified or shown on the
accompanying plan(s), profile(s) and detail sheet(s).
E.2.2.2 ALIGNMENT
The drain shall run in straight lines throughout each course except at intersections,
where it shall run on a minimum curve of 15 m radius unless otherwise specified. If the
work consists of the improvement of an existing open drain, then the centre line of the
existing drain may be the centre line of the finished work unless otherwise specified.
E.2.2.3 EXCAVATED MATERIAL
A clear buffer of at least 3 m shall be left between the top edge of the open drain and the
excavated material. Excavated material shall be placed on the side specified or, if not
specified, on the lower side of the drain or on the side opposite trees or fences. No
excavated material is to be left in any low runs intended to conduct water into the open
drain. It shall be deposited, spread and leveled to a maximum depth of 150 mm, unless
specified otherwise and left in a manner such that the lands on which it is spread may be
cultivated with adjacent lands by use of ordinary farm machinery. Material excavated in
land that is timbered, may be spread to the depth specified or to a maximum depth of
300 mm, which ever is greater. In cultivated areas, the Contractor shall remove stones
and boulders on the surface greater than 100 mm diameter from the excavated material
and dispose of in an approved location. Treatment of excavated material shall be to the
satisfaction of the Engineer. After the excavated material has been spread and leveled,
it shall be seeded as specified.
E.2.2.4 SURFACE WATER INLETS
Surface water inlets to the drain shall be provided through the leveled spoil on each
property at obvious natural low runs or at other locations as specified by the Engineer on
site at the time of construction. No excavated material shall be left in, or any damage
done to a ditch, furrow, pipe, tile or depression that is intended to conduct water into an
open drain. The drain bank at all such inlets shall be riprapped as directed by the
Engineer and reimbursed under the appropriate contract item.
E.2.2.5 OUTLETS
During the construction of an open drain, the Contractor shall guard against damaging
the outlet of any tributary drain or pipes encountered. The Contactor will be reimbursed
for damage to unmarked outlet pipes under the appropriate contract item.
PAGE 5 OF 15
E.2.2.6 ACCESS CULVERTS
All culverts shall be installed with the invert a minimum of 10% of its diameter or as
specified below the gradient and the firm bottom of the drain.
All pipes installed under these specifications shall be carefully bedded so as to ensure
uniform bearing throughout its entire length.
Except where requiring concrete cradle or encasement, all pipes shall be bedded on
granular fill as specified or as shown on the contract drawings. Bedding shall be hand
placed, tamped and consolidated throughout. Granular fill and bedding shall be gravel
or crushed stone having no particles over 20 mm in size, except where otherwise
specified.
Concrete cradle and concrete encasement shall be placed as shown on the drawings,
and the concrete shall be minimum 25 MPa.
From the top of the bedding material to a point 150 mm below the existing grade of the
laneway, backfill material shall be clean pit run gravel meeting O.P.S.S. Granular "B" or
approved equivalent. The material shall be placed in lifts not to exceed 300 mm in depth
and all granular materials shall be compacted to 100 % SPMDD and all subsoil or
previously excavated material to 95 % SPMDD.
The final 150 mm of the excavation shall be filled with clean crushed gravel conforming
to O.P.S.S. Granular "A" specifications. The material shall be placed in lifts not
exceeding 150 mm in depth and shall be thoroughly compacted to 100 % SPMDD.
E.2.2.7 EXCAVATION AT BRIDGE SITES
The excavation at bridge sites shall be to the full depth of the drain and as nearly as
possible the full width of the drain as specified for the bridge location. The excavation at
a bridge site shall be made in a manner to protect the structural integrity of any
permanent bridge. A temporary bridge may be carefully removed to allow excavation.
The removal of a bridge is to be done in such a manner so as to cause no damage to
the bridge components. Temporary bridges removed to allow excavation shall be
replaced in as good a condition as found, so far as material allows. Replacing of such
bridges shall be to the satisfaction of the Engineer. The Contractor shall immediately
notify the Engineer if it becomes apparent that excavating to a specified gradient will
endanger or underpin any culvert or bridge. The Contractor shall cease excavation at
the bridge or culvert site until the Engineer instructs the Contractor to proceed.
E.2.2.8 SEEDING
Unless indicated otherwise in the Special Provisions, the Contractor shall seed all
disturbed areas which includes newly excavated drain banks and leveled spoil (where
PAGE 6 OF 15
specified) with the OPSS (MTO) Standard Roadside Seed Mix, consisting of 55%
Creeping Red Fescue, 27% Kentucky Bluegrass, 15% Perennial Ryegrass and 3%
White Clover, at an application rate of 100 kg/10,000 m2, plus a nurse crop of Fall Rye
Grain or Winter Wheat Grain at an application rate of 60 kg/10,000 m2, at the end of
each working day.
E.2.2.9 TEMPORARY SEDIMENT CONTROLS
Unless indicated otherwise in the Special Provisions, the Contractor shall install an
approved sediment control measure at the downstream end of the open drain excavation
and at any other locations specified. The Contractor shall remove any accumulated
sediment at regular intervals or as directed by the Engineer. The Contractor shall then
remove these temporary measures, and any accumulated sediment therein, after the
new open drain has stabilized and only after authorized by the Engineer or the Drainage
Superintendent.
E.2.2.10 PERMANENT SEDIMENT/STILLING BASINS
The Contractor shall construct and maintain sediment control or stilling basins as
specified in the Special Provisions.
E.2.2.11 RIP RAP & NON-WOVEN GEOTEXTILE
Rip Rap —The Contractor shall supply and install a 450 mm thickness of 150 mm to 300
mm (R-50) diameter quarry stone rip rap with filter cloth underlayment for culvert and
pipe outlets. This will include areas of the existing bank where erosion or bank slumping
has occurred, as directed on-site by the Engineer. For the area surrounding
catchbasins, unless noted otherwise, the contractor shall supply and install a 300 mm
thickness of 100 to 150 mm (R-10) diameter quarry stone rip rap with filter cloth
underlayment.
Non-Woven Geotextile - All geotextile used for tile wrapping under these specifications
shall be non-woven Terrafix 20OR (or equivalent). All geotextile used under these
specifications for heavy duty applications such as under rip-rap surrounding catchbasins,
and at tile outlets into drains shall be non-woven Terrafix 270R (or equivalent).
PAGE 7 OF 15
E.2.3 SPECIFICATIONS FOR CLOSED DRAINS
E.2.3.1 MATERIALS
Tile, tubing and pipe materials supplied by the Contractor shall be approved by the
Engineer prior to being incorporated in the work. The Contractor shall be responsible for
the unloading and placement of all materials required for the Municipal Drain
construction. Such unloading and placement shall be undertaken in a manner
acceptable to the Engineer using only the specified and approved access routes and
working space.
Concrete Drain Tile (CDT) - All CDT installed under these specifications shall have a
circular cross section with a minimum 2000D, meeting the latest revision of CSA A257.1-
14 and ASTM C412. The manufacturer shall provide the Engineer with a copy of all
available test results for the materials being shipped to the project site. The Engineer
shall have the right to order any additional tests he deems necessary to be performed on
the tile taken from inventory prior to shipment from the manufacturer's plant. The cost of
such additional tests shall be borne by the Contractor.
Plastic Drainage Tubing (PDT) - All PDT installed under these specifications shall be
manufactured in accordance with the latest revision of the Drainage Guide for Ontario,
as published by the Ministry of Agriculture and Food.
Corrugated Steel Pipe (CSP) - All CSP installed under these specifications shall be
galvanized spiral wound corrugated steel pipe. All corrugated steel pipe installed under
these specifications shall conform to CSA G401.
— CSP tile outlet pipes shall be up to 1,200 mm in diameter and 2.0 mm in
thickness and shall have 68 mm x 13 mm corrugations unless specified
otherwise.
— CSP culverts shall be up to 1,000 mm in diameter and 2.8 mm in thickness and
shall have 68 mm x 13 mm corrugations unless specified otherwise. CSP
culverts equal to and larger than 1,200 mm in diameter shall be 3.5 mm in
thickness and shall have 125 mm x 25 mm corrugations unless specified
otherwise.
High Density Polyethylene(HDPE) Pipe - All corrugated or dual wall smooth walled
HDPE pipe (Armtec BOSS 2000 or equivalent) installed under these specifications as
culverts or as part of a new closed drain shall be manufactured in accordance with the
latest revision of Ontario Provincial Standard Specification 1840 and shall have a pipe
stiffness of 320 kPa.
— All perforated dual-wall smoothwalled HDPE pipe joining systems shall be soil-
tight split coupler unless specified otherwise, conforming to CSA B182.8. As
PAGE 8 OF 15
specified, perforated pipe shall include a knitted sock or non-woven geotextile
covering (Terrafix 20OR or equivalent).
— All solid dual-wall smoothwalled HDPE pipe shall be soil-tight split coupler,
unless specified otherwise, conforming to CSA B182.8.
— All watertight solid dual-wall HDPE pipe joining systems shall be water-tight bell
and spigot, complete with gasketed connections unless specified otherwise,
conforming to CSA B182.6.
Steel Reinforced Polyethylene (SRPE) Pipe - All smooth walled SRPE pipe (Armtec
DuroMaxx or equivalent) installed under these specifications as culverts or as part of a
new closed drain shall be manufactured in accordance with the latest revision of Ontario
Provincial Standard Specification 1840. All SRPE pipe shall conform to AASHTO M294.
— All solid SRPE pipe shall be soil-tight split coupler, unless specified otherwise,
conforming to CSA B182.14.
— All watertight solid SRPE pipe joining systems shall be water-tight bell and
spigot, complete with gasketed connections unless specified otherwise,
conforming to CSA B182.15.
Polyprolylene (PP) Pipe - All triple-wall smooth walled PP pipe (ADS HP Sanitite or
equivalent) installed under these specifications as culverts or as part of a new closed
drain shall be manufactured in accordance with the latest revision of Ontario Provincial
Standard Specification 1843 and shall have a pipe stiffness of 320 kPa.
— All watertight solid triple-wall PP pipe joining systems shall be water-tight bell and
spigot, complete with gasketed connections unless specified otherwise,
conforming to CSA B182.13.
Non-Woven Geotextile - All geotextile under these specifications shall conform to
OPSS 1860. All geotextile used for tile wrapping under these specifications shall be non-
woven Terrafix 20OR (or equivalent). All geotextile used under these specifications for
heavy duty applications such as under rip-rap surrounding catchbasins, and at tile
outlets into drains shall be non-woven Terrafix 270R (or equivalent).
E.2.3.2 DRAIN GRADIENT AND VERIFICATION
The proposed gradient shall be established using laser grade control equipment, cross-
head boning rods together with horizontal sight-bars at stations above and below the
point where the tile is being laid or other method acceptable to the Engineer.
If the Engineer has not checked the tile, inspection points shall be left at intervals of not
greater than 50 m for sections with gradients less than 0.5 % and at intervals of not
greater than 30 m for sections with gradients above 0.5 %. Inspection points shall also
PAGE 9 OF 15
be left at all structures and all changes in gradient. Other inspections points may be
required from time to time as requested by the Engineer.
E.2.3.3 TILE LAYING INCLUDING TOPSOIL STRIPPING
In the case of the installation of CDT, and unless specified otherwise in the Special
Provisions, the Contractor shall strip the topsoil a full width of the trenching machine plus
0.3 m on each side prior to installing the new tile with the trencher as part of the work
under the appropriate item and no extra payment will be made for this stripping. After
installation, confirming gradient, blinding, and back filling of the trench, the topsoil shall
be replaced throughout the entire length of the Drain. The Contractor shall take into
consideration the settlement of the backfill material over the trench prior to replacing the
topsoil.
All CDT shall be installed with a wheel-type trencher and each tile shall be laid firmly and
carefully in a smooth bottomed trench so that successive tiles align both vertically and
horizontally as tightly as possible; the maximum allowable space between successive
tiles shall be 6 mm.
ALL joints of the CDT MUST be completely wrapped with geotextile (Terrafix 20OR or
equivalent) as part of the work under the appropriate item and no extra payment will be
made for this wrapping. The wrap on each joint shall be a minimum of:
• 300 mm wide for tile sizes smaller than 450 mm diameter
• 600 mm wide for tile sizes 450 mm diameter and above
The Contractor is reminded that the widths of the tile trenches are to be kept to a
minimum. It is recommended that the minimum trench width be 300 mm greater than
the outside diameter of the tile or 150 mm on each side of the tile being installed. It is
recommended that the maximum trench width be 600 mm greater than the outside
diameter of the tile or 300 mm on each side of the tile being installed.
All PDT shall be installed with a self-propelled drainage plow.
All obstructions, dirt or foreign material shall be removed from the inside of the tile prior
to laying.
Tile drains shall be constructed at an offset from, and parallel to, any existing drain,
defined watercourse or low run. The Contractor shall exercise care not to disturb any
existing private or municipal tile drains which follow the same course as the new drain.
E.2.3.4 RECONNECTION OF EXISTING PRIVATE TILE
Any subsurface drain encountered by the Contractor when constructing a Municipal
Drain under these specifications shall be reconnected to itself and not connected to the
PAGE 10 OF 15
new Municipal Drain, unless approved otherwise by the Engineer. The accepted
practice for reconnecting existing tile drains will be to compact sub-base material from
the new trench bottom to the underside of the existing tile. Rigid pipe, HDPE (320 kPa)
or approved equivalent, with a diameter equal or larger than the existing tile with a
minimum length of 0.6 m beyond the trench width to the existing tile. This connection
shall be made only where the existing tile is operable and in good condition. When
completing backfilling of the Municipal Drain trench at such a location, the Contractor
shall take sufficient care to ensure that the new connecting pipe is not damaged.
The Contractor shall provide a unit price per connection and the unit price shall include
the supply of all material, labour and equipment necessary to make the connection.
Further, the Contractor shall keep a written record of all sub-surface drains encountered.
All connections completed shall be reviewed with the Engineer on a daily basis and a
summary of all subdrains shall be provided to the landowner.
E.2.3.5 CONNECTION OF EXISTING PRIVATE TILES TO MUNICIPAL
DRAIN
A subsurface drain encountered during construction can be connected to the Municipal
Drain if requested by the landowner and approved by the Engineer prior to
commencement of the connection. The drain shall be connected to the Municipal Drain
either by core drilling through the CDT or a prefabricated fitting for HDPE. The core
shall be drilled on-site and backfilled as per the specified detail included within the
drawings. Any tile drains connected to the Municipal Drain shall have the downstream
end of the tile plugged to prevent entry of foreign material into the tile.
E.2.3.6 TRENCH BACKFILLING
As the laying of the tile progresses, partial filling or blinding shall be made at the sides of
the trench sufficient to hold the tiles securely in place. The Contractor shall place the
remainder of the excavated material carefully when backfilling the trench. Any excess
backfill material shall be mounded over the trench such that future settlement and
compaction around the new tile can occur without creating a depression over the width
of the trench. The Contractor shall not operate construction equipment over any
backfilled trench, except as specified in Trench Crossings. Care shall be exercised in
backfilling the trench to see that no stone or boulder capable of damaging the tile is used
in the backfill material adjacent to the tile. In no case shall stones having a diameter
greater than 150 mm be used in backfill material within 300 mm of the tile. The
Contractor shall backfill any open tile trenches at the end of each working day except for
inspection points as specified. The Contractor shall be entirely responsible for any
damage to the new tile throughout the warranty period.
PAGE 11 OF 15
E.2.3.7 TRENCH CROSSINGS
The Contractor shall not cross any backfilled trench with any construction equipment or
vehicles, except at only ONE designated crossing location on each property which shall
be marked in an acceptable manner. The Contractor shall ensure that the bedding and
backfill material at this designated crossing location is properly placed and compacted
so as to adequately support the equipment and vehicles that may cross the trench. The
Contractor may undertake any other approved work to ensure the integrity of the tile at
the crossing location. The Contractor shall insure that no equipment or vehicles are
allowed to travel along the length of any trench. The Contractor shall be entirely
responsible for any damage to the new tile throughout the warranty period.
E.2.3.8 OUTLET PROTECTION
The outlet end of a tile drain shall normally consist of a 6 m length of CSP or HDPE fitted
with a rodent proof grating which is hinged at the top to allow the exit of foreign material
from the tile. An outlet marker shall be supplied and installed.
Unless otherwise specified, the end of the CSP or HDPE shall be protected with the type
of riprap on geotextile as specified by the Engineer from a point 500 mm above the drain
bottom on the opposite side of the drain, across the drain bottom, and for the full height
of the drain sideslope where the pipe is located. The minimum width of this riprap shall
be equal to the outside diameter of the outlet pipe plus 2 m.
E.2.3.9 PRECAST CONCRETE STRUCTURES
Junction Box (JB) means an acceptable precast concrete structure installed and buried
below the surface of the ground to facilitate two or more tiles meet and connect.
Catchbasin (CB) or Ditch Inlet Catchbasin (DICB) means an acceptable precast
concrete structure installed at or slightly below the surface of the ground where two or
more tiles meet and connect and that is intended to accommodate surface water.
Observation Box (OB) means an acceptable precast concrete structure installed above
the surface of the ground where two or more tiles meet and connect and that is intended
to only inspect the tile connected thereto.
Unless specified otherwise, JBs, CBs, DICBs and OBs shall be supplied by a precast
manufacturer meeting the Engineer's approval. An "approximate elevation of top" of
each structure has been indicated on the "Structures Table"; however, each structure
shall be placed onsite such that the exact horizontal and vertical location in the field is as
directed by the Engineer. All structures shall have a knock out, set at a minimum of 100
mm above the elevation of the outlet or as specified, placed in all sides not used by the
municipal drain. Knock outs must be of a size capable of connecting a HDPE pipe with
PAGE 12 OF 15
a minimum inside diameter of 250 mm. All structures shall have a minimum 300 mm
deep sump, unless specified otherwise.
Non-shrink grouting material, unless specified otherwise, shall be placed around all
pipes connected to the structure. In addition, the exterior of all grouted connections shall
be completely wrapped with geotextile (similar to a wrapped joint). Geotextile shall also
be placed in the joints between all sections of the box and around the full perimeter of
the box at these joints. For the area surrounding catchbasins, unless noted otherwise,
the contractor shall supply and install a 300 mm thickness of 100 to 150 mm (R10)
diameter quarry stone rip rap with filter cloth underlayment.
Hot dipped galvanized, heavy duty, three-sided protruding type bird cage grates, shall be
supplied for all CBs, DICBs or OBs, unless specified otherwise. All DICBs shall have a
slope of 2H:1V, unless specified otherwise. Grates shall be fastened to the structure
using non-corrosive fasteners as recommended by the Ontario Farm Safety Association.
JBs shall have no sump and shall have a minimum 150 mm thick solid reinforced
concrete tops.
Post and sign type markers shall be supplied and installed at each at or above ground
structure.
E.2.3.10 STRIPPING FOR DEEP TILE INSTALLATION
Where the tile installation depth exceeds the digging or plowing depth of the Contractor's
equipment, the Contractor shall undertake any stripping that may be necessary in a
manner such that when restored, the topsoil returns uncontaminated to the top of the
stripped area. This would normally mean that the topsoil would be stripped and piled
separately from the subsoil. The Contractor shall have regard for the working space
provided for such stripping operations. Unless approved otherwise by the Engineer prior
to work being undertaken, stripping shall be done using a hydraulic excavator. The cost
of any stripping shall be included in the price provided for the tile installation.
E.2.3.11 STONE REMOVAL
The Contractor shall remove and dispose of any stones larger than 100 mm that remain
on the surface of the working space after completion of construction.
PAGE 13 OF 15
E.2.4 SPECIFICATIONS FOR ROAD CROSSING
(OPEN CUT METHOD)
E.2.4.1 GENERAL
When a drainage works crossing of a Road is to be carried out by the open cut method,
the following specifications shall apply as well as OPSS 401 and 410. Under these
specifications, the Contractor shall supply all labour, equipment and material unless
specified otherwise in the Special Provisions.
E.2.4.2 EXCAVATED MATERIAL
All excavated material removed from the traveled portion of the road and 1.3 m or the full
width of the gravel shoulder, whichever is greater, on each side of the traveled portion
shall be disposed of off the site by the Contractor in a location approved by the Engineer
or the Municipality. No excavated material shall be spread on the right-of-way without
the written consent of the Engineer or the Municipality. The excavated material from a
trench beyond a point 1.3 m from the traveled portion or beyond the outside edge of the
gravel shoulder may be placed in the trench in the case of covered drains.
E.2.4.3 BEDDING
All pipes installed under these specifications shall be carefully bedded so as to ensure
uniform bearing throughout its entire length.
Except where requiring concrete cradle or encasement, all pipes shall be bedded on
granular fill as specified or as shown on the contract drawings. Bedding shall be hand
placed, tamped and consolidated throughout. Granular fill and bedding shall be gravel
or crushed stone having no particles over 20 mm in size, except where otherwise
specified.
Concrete cradle and concrete encasement shall be placed as shown on the drawings,
and the concrete shall be minimum 25 MPa.
E.2.4.4 BACKFILLING
The material and the method for backfilling the excavated area on the traveled portion of
the right-of-way and for 1.3 m or the full shoulder width on each side shall conform to the
following specifications, or as directed by the Engineer or Municipality.
From the top of the bedding material to a point 300 mm below the existing grade of the
road, backfill material shall be clean pit run gravel meeting O.P.S.S. Granular "B" or
approved equivalent. The material shall be placed in lifts not to exceed 300 mm in depth
and all granular materials shall be compacted to 100 % SPMDD and all subsoil or
previously excavated material to 95 % SPMDD.
PAGE 14 OF 15
The final 300 mm of the excavation shall be filled with clean crushed gravel conforming
to O.P.S.S. Granular "A" specifications. The material shall be placed in lifts not
exceeding 150 mm in depth and shall be thoroughly compacted to 100 % SPMDD.
E.2.4.5 PRECAST CONCRETE STRUCTURES
The type, location and the elevation of all structures in the right-of-way shall be as
specified by the Engineer, and as indicated on the "Structures Table".
E.2.4.6 NOTICE
Before commencing work on any right-of-way, the Contractor shall furnish at least 7
days notice in writing to the Engineer and Road Authority having jurisdiction over said
right-of-way. A copy of this notice shall also be sent to the Municipality's Drainage
Engineer.
E.2.4.7 MAINTENANCE
The Contractor shall maintain the road surface at the road crossing until the Engineer or
Road Authority has approved the work. Such maintenance shall include keeping the
road surface free from pot-holes and the application of calcium chloride at the rate of two
pounds per square meter to the finished surface for the entire width of the excavation.
The Contractor shall give the Engineer or Road Authority four days notice in writing that
the work has been completed, and if the work has approved, the Contractor will no
longer be responsible for maintenance of the said portion of the right-of-way.
E.2.4.8 PERMITS & TRAFFIC
The Contractor shall be responsible for providing the Road Authority at least 7 days
notice in writing before commencing any work on any right-of-way. If the crossing is on
a right-of-way that requires a Municipal or Provincial Permit, the Contractor shall ensure
that the Permit is obtained before any work commences.
The Contractor shall be responsible for providing, erecting, maintaining and removing all
signage and traffic control in accordance with the Ontario Traffic Manual (OTM) and the
OTM Book 7 Temporary Conditions - Field Edition as noted in Document D of the
Tender/Contract.
PAGE 15 OF 15
BuRNsiDE
[THE DIFFERENCE IS OUR PEOPLE]
Appendix F
Special Provisions
D
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Municipality of Kincardine 1
Kincardine Kinloss Branch 'A' Enclosure 2022—Appendix F—Special Provisions
November 2022
Appendix F — Special Provisions
Kincardine Kinloss Branch `A' Enclosure 2022
These Special Provisions are specific directions for this project and detail requirements not
encompassed by the Standard Drain Specifications.
Special Provisions shall take precedence over the Standard Drain Specifications where a
conflict between them may exist.
1.0 Standard Drain Specifications
All work for this project shall also be governed by the Standard Drain Specifications. The
Contractor is fully responsible for a reasonable and prudent review of these Standards to have a
complete and clear understanding of the scope and character of the work.
2.0 Description and Location
The proposed drain is located on Lots 59 and 60, Concession 3 North of Durham Road,
Municipality of Kincardine, Bruce County.
The Kincardine Kinloss Branch `A' enclosure includes approximately 570 m of channel cleanout,
700 m of closed drain work, and one (1) road crossing. The location of the work is shown in the
enclosed plan.
3.0 Instruction and Process
3.1 Pre-Construction Meeting
The Contractor MUST arrange an on-site Pre-Construction Meeting with the Engineer, Drainage
Superintendent and affected landowners before any equipment or materials are moved onto the
site and before any work is commenced on this project.
Furthermore, the Contractor shall also provide notification of the commencement of in-water
work (if required) to the DFO and Saugeen Valley Conservation Authority SVCA or any other
applicable agency(s) at least ten (10) working days prior to the initiation of the work.
3.2 Working Space
The area being provided to the Contractor to undertake the work is described herein and the
maximum widths are specified on the table entitled `Working Space'.
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Kincardine Kinloss Branch 'A' Enclosure 2022—Appendix F—Special Provisions
November 2022
Working Space
Station Max. Width (m) Comments
Access to this portion of the Main Drain (Open) will be
from Sideroad 30 S or Concession Road 5 to:
10 m working • AR#2 on the R. Roach property (Roll No. 08-400)
Sta. -0+585 to space . AR#3 on the J. & J. Wilken property
Sta. 0+000 (Roll No. 10- 800)
(Northwest bank) And subsequently following the proposed drain
alignment as shown on the plan. Channel works to be
from the north and west channel bank.
Access to this portion of the Main Drain (Open) will be
from Sideroad 30 S or Concession Road 5 to:
Sideroad 30S AR#1 on the Blue Horizon Farm Ltd. property
Road ROW N/A (Roll No. 08-200)
Sta. 0+000 to . AR#2 on the R. Roach property (Roll No. 08-400)
Sta. 0+036
And subsequently following the proposed drain
alignment as shown on the plan.
40 m working
space (Southwest Access to this portion of the Main Drain (Open) will be
bank) from Sideroad 30 S or Concession Road 5 to:
Sta. 0+036 to 20 m working AR#1 on the Blue Horizon Farm Ltd. property
Sta. 0+385 space (Northeast (Roll No. 08-200)
bank) And subsequently following the proposed drain
Plus, width of Ex. alignment as shown on the plan.
Channel
NOTES:
(1) The Contractor shall contain their construction operations to as narrow a width as
possible, so as to prevent damage to lands, crops, bush, etcetera and shall not exceed the
widths indicated.
(2) The Contractor shall be entirely responsible for any damage to lands, crops, etcetera,
beyond the widths and locations of both the access routes and the working spaces
specified, caused by the Contractor, their Subcontractors or their employees while
undertaking the work.
(3)The Engineer's approval MUST BE OBTAINED BEFORE exceeding the maximum widths
indicated.
(4) Access to the working space shall be public roads or as specified. All routes must be
approved by the Engineer and Drainage Superintendent prior to construction.
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Kincardine Kinloss Branch 'A' Enclosure 2022—Appendix F—Special Provisions
November 2022
3.3 Access Routes
The access routes for construction shall be from specified locations on Sideroad 30S and
Concession Road 5 to the drain, as specified in the table `Working Space' and on the enclosed
plan. The Contractor shall confirm these access routes with the Engineer, Drainage
Superintendent and affected landowners prior to commencing any work.
The width of the access route on each property shall be a maximum 6 m. Any increase of this
width shall be at the discretion of the Engineer.
3.4 Private Systematic Drainage Systems
The location of existing private drainage systems shall be discussed at the pre-construction
meeting and existing systems affected by the drain shall be located by the Contractor and
reviewed with the Engineer and affected landowners prior to construction.
3.5 Utilities Investigation
A utilities investigation was undertaken during the design stage to determine possible elevation
conflicts prior to the time of construction. The area was cleared of telephone, fibre optic, and
gas lines in the location of the proposed drain.
All public and private utilities shall be located by the Contractor prior to the construction of the
proposed drain.
3.6 Soils Investigation
A soils investigation was not completed as part of the design of this project. The Contractor
shall note that based on comments from the landowner, soils are typically slow draining with a
considerable number of organics. As such, it should be assumed that conditions are likely to
increase the difficulty of construction and efforts should be taken by the Contractor to complete
works during a dry time of the year.
3.7 Staging of Construction
The sediment control structure (Sta. -0+569) and sediment basin (Sta. -0+563 to -0+569)
shall be installed prior to any other drain construction.
The Contractor shall stage the construction to ensure that the site is left each day with
appropriate controls to avoid erosion. Any excavated spoil areas shall be protected with silt
fence or other measures to avoid erosion during construction, as directed by the Contract
Administrator. All channel works shall be completed during periods of low or no flow. Additional
erosion measures shall be paid for as extra items on an as directed basis.
3.8 Construction Document Errors
Any issues during construction with respect to errors or omissions with the design drawings or
documents, the constructability of the system, etc. must be brought to the attention of the
Contract Administrator immediately. It is expected that a clear communication channel will exist
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Municipality of Kincardine 4
Kincardine Kinloss Branch 'A' Enclosure 2022—Appendix F—Special Provisions
November 2022
between the Contractor and the Contract Administrator and that any discrepancies relating to
construction of the work will be remedied immediately. Work resulting from failure to seek
clarification with the Contract Administrator by the Contractor will be the responsibility of the
Contractor to remedy at no extra charge to the project and must be completed to the satisfaction
of the Engineer prior to demobilization.
3.9 Final Inspection
After substantial completion of the work and prior to demobilization and removal of equipment
and materials from the site, the Contractor MUST arrange an on-site FINAL inspection of the
work with the Engineer. This is to ensure all aspects of the work have been satisfactorily
completed and/or that arrangements have been made to expedite the completion of any
outstanding minor items or deficiencies. Notification to the Engineer of this Final Inspection
shall be provided at least 2 days prior.
3.10 Deficiencies
Deficient items such as catchbasin markers, grate tabs, rodent grates, additional rip-rap, etc.
shall be remedied by the Contractor during the warranty period and paid at the Contract price. If
the Contractor fails to complete the work within a reasonable timeframe in the opinion of the
Engineer and/or the Municipality, the work shall be completed by a Contractor of the Engineer's
choosing and the cost of the work deducted from the Contract holdback.
3.11 Liquidated Damages
In addition to GC 8.02.09.01 and the supplemental general specifications any breach of the
Contract terms by the Contractor may be subject to daily liquidated damages of$500 at the
discretion of the Contract Administrator. Pertinent examples may include but are not limited to:
• Work outside the timing windows stated in the Contract.
• Failure to install applicable erosion and sediment controls prior to completing other
construction activities.
• Failure to meet Substantial Performance of the Contract by the date specified in the
Contract Documents.
4.0 Agency Project Requirements
4.1 Saugeen Valley Conservation Authority (SVCA)
Attention is drawn to the SVCA permit. All work is to be in accordance with the terms of this
permit and the mitigation practices described in the Engineer's Report.
4.2 Ministry of Environment, Conservation, and Parks (MECP)
The Contractor will be responsible to ensure that during construction activities no extirpated,
endangered, threatened, or special concern species or their habitats are adversely affected.
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Municipality of Kincardine 5
Kincardine Kinloss Branch 'A' Enclosure 2022—Appendix F—Special Provisions
November 2022
4.3 Fisheries and Oceans Canada (DFO)
Attention is drawn to the DFO letter of advice. All work is to be done in accordance with the
terms in the letter of advice. Relevant mitigation measures are highlighted below:
• Complete in-water works during a period of low or no flow.
• Develop and implement a sediment control plan
DFO has provided requirements for the in-water work on the proposed drain, specifying that it
be completed during the avoided from March 151" to July 151" of any given year.
5.0 Description of Work
This section includes specific instructions pertaining to the drain construction and shall be in
addition to any specifications noted in the Standard Drain Specifications. The numbering of
each item references the corresponding item in the schedule of unit prices. Each Item shall be
bid as a lump sum price unless otherwise noted. Quantities provided in the Special
Provisions are approximate and are provided to aid the Contractor in bidding each line
item, however, the Contractor is responsible to complete their own quantity calculations.
For the lump sum price bid, unless otherwise noted, the Contractor shall provide the following
items:
Section A — Kincardine Kinloss Branch `A' Enclosure
SP 0 Mobilization
This item covers the Contractors costs associated with the transportation and/or
accommodation (meals and lodging) of labour, equipment, offices, conveniences, temporary
facilities, construction plant and other items not required to form part of the permanent works
and not covered by other items in the Schedule of Unit Prices. This line item shall only apply to
the first/ primary mobilization/demobilization required to fulfill the Contract. Additional
mobilization costs will not be paid if the Contractor chooses to leave the site on their own accord
following the initial mobilization. However, if at the discretion of the Contract Administrator a
situation warrants the Contractor to demobilize from site to complete the remainder of the work
at a later date, the costs associated with this may be negotiated with the Contract Administrator
and paid as an extra item.
Payment at the Lump Sum price set out in the schedule of unit prices for mobilization and
demobilization will be made as follows:
• 50% payable on first Payment Certificate
• 50% payable on Substantial performance Payment Certificate.
SP 1 Sediment Control Structure
A temporary two bay sediment control structure shall be constructed at the end of the proposed
channel work as per the accompanying detail.
The sediment control structure shall be constructed using three (3) lengths of 300 mm dia.
treated woodchip sediment control socks (FILTREXX SILTSOXX or approved equal) and
anchored into each side bank and the channel bottom to control channel baseflows.
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Municipality of Kincardine 6
Kincardine Kinloss Branch 'A' Enclosure 2022—Appendix F—Special Provisions
November 2022
The socks shall be spaced approximately 4 m apart from one another, to allow for sediment
cleanout with an excavator. River stone (300 mm thickness of 150 to 300 mm dia. rounded river
stone) shall be used to create check dams at each sock and to additionally anchor the socks
(see accompanying drawing detail). Construction shall be to the satisfaction of the Contract
Administrator and the Drainage Superintendent.
The Contractor shall maintain and remove any temporary sediment control measures as
specified and/or directed by the Contract Administrator, Drainage Superintendent or the
Conservation Authority.
The sediment control structure shall be left in place for the duration of construction and removed
and formed into a shallow riffle when the Contractor demobilizes from the site. $500 shall be
held back on this line item until the socks have been removed by the Contractor.
SP 2 Sediment Basin
A permanent sediment basin (approximately 6 m in length and 300 mm deep) shall be
constructed at the specified stations. When necessary, during and at the completion of the
project and/or when instructed by the Contract Administrator, the Contractor shall remove and
spread any accumulated sediment within the working right-of-way.
The dug sediment basins shall be left in place permanently following the construction of the
drain and thereafter shall be maintained by the Drainage Superintendent.
SP 3 Channel Cleanout
Channel cleanout work shall be to the depths and grades noted on the accompanying details.
The Contractor shall complete a bottom only cleanout of the drain throughout this reach
(channel bottom width is generally approximately 3-4 m in width). All required work for the
channel cleanout shall take place within the specified working space where a 10 m ROW has
been provided. Neither channel bank channel shall be disturbed when cleaning out the drain.
All spoil shall be trucked and used as fill in the proposed drain enclosure. Trucking fees shall be
included by the Contractor bid of this line item.
SP 4 Stilling Basin
A permanent stilling basin shall be installed immediately downstream of the outlet pipe at
Sta. 0+000 as per the accompanying details to the satisfaction of the Contract Administrator.
The basin shall be lined with approximately 40 m2 of round river stone (450 mm thickness of
150 to 300 mm dia.) in the base of the stilling basin and spillway from Sta. 0+000 to
Sta. -0+010.
Additionally, approximately 60 m2 of rip-rap (450 mm thickness of 150 to 300 mm (OPSS R50)
diameter quarry stone with geotextile underlay) shall be installed on the side banks from 0+000
to -0+010 and on the same bank as the outlet pipe(s), as erosion protection for to a minimum
elevation of 382.00 m.
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Municipality of Kincardine 7
Kincardine Kinloss Branch 'A' Enclosure 2022—Appendix F—Special Provisions
November 2022
SP 5 Concrete Drainage Tile Installation
Prior to the installation of the new tile, the Contractor shall strip the topsoil from the area of the
proposed tile trench for the entire width of the excavation. The topsoil shall be stockpiled
separately from native subsoil and subsequently replaced. This shall be included as part of the
work under the appropriate item. An extra payment will not be made for the stripping,
stockpiling and replacing of topsoil.
All concrete drainage tile shall be Heavy Duty 2000D. The tile shall be installed as per the
Standard Specifications. The installation of the new pipe shall be by the excavator as per the
accompanying details unless specified otherwise.
The Contractor shall assume that approximately 335 m3 (-550 tonnes) of 19 mm clear crushed
stone will be required to complete the tile installation. Any clear stone in deficit or excess of this
amount may be negotiated as a credit or extra at the time of construction and shall be credited
or paid at the bid contingency amount.
The Contractor shall ensure that a minimum 0.9 m of cover is achieved over the concrete
drainage tile throughout its length.
SP 6 Catchbasin Installation
The proposed catchbasins shall be installed as per the Standard Specifications and where
applicable oriented as depicted on the accompanying details.
The Contractor shall supply and place a minimum of 1.0 m width of rip-rap and geotextile on all
sides of all catchbasins. The Contractor shall include the cost to complete all necessary
municipal tile connections c/w parging on the interior and exterior of the proposed catchbasin as
part of the associated line item.
The Contractor shall note the following for each structure:
Sta. 0+036 CB
Installation to be as per the detail on the drawing set and CB details.
Sta. 0+385 CB
Installation to be as per the detail on the drawing set and CB details.
SP 7 Connections to Proposed Municipal Drain
There are various Municipal/private drainage systems that will be required to be connected to
the proposed drain as part of the proposed works.
The Contractor shall remove and dispose of offsite all existing outlet pipes outletting into the
open portion of the Kincardine Kinloss Branch `A' proposed to be enclosed. This shall be
included in the bid amount of the associated line item.
Furthermore, for all connections to proposed catchbasins the Contractor shall include the cost to
connect the tile to the CB and parge the tile to the satisfaction of the Contract Administrator on
both the interior and exterior of the CB.
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Municipality of Kincardine 8
Kincardine Kinloss Branch 'A' Enclosure 2022—Appendix F—Special Provisions
November 2022
Sta 0+036— Private SWI Connection
The Contractor shall locate the existing private tile used as an outlet for the existing surface
water inlet and connect it to the CB at Sta. 0+036 as depicted on the accompanying details.
The Contractor shall supply and install approximately 18 m of 200 mm dia. perforated HDPE
pipe (320 kPa) c/w sock and complete the connection with HDPE elbows as necessary to the
satisfaction of the Contract Administrator.
Sta. 0+257— Private Drain Connection
The existing drain shall be connected to the southmost 600 mm dia. CDT. The Contractor shall
complete the connection with a pre-fabricated HDPE tee with a 600 mm dia. at the through
portion of the tee and a 300 mm dia. connection entering into the drainage system. The
connection of the CDT to the tee shall be butt jointed and wrapped with a minimum 600 mm
width of geotextile (Terrafix 200 R or approved equivalent). The Contractor shall use reducers
as required for the connection of the existing private tile to the satisfaction of the Contract
Administrator.
Sta. 0+329— Ex. AZ Branch Connection
The existing drain shall be connected to the southmost 600 mm dia. CDT. The Contractor shall
complete the connection with a pre-fabricated HDPE tee with a 600 mm dia. at the through
portion of the tee and a 300 mm dia. connection entering into the drainage system. The
connection of the CDT to the tee shall be butt jointed and wrapped with a minimum 600 mm
width of geotextile (Terrafix 200 R or approved equivalent). The contractor shall use reducers as
required for the connection of the existing private tile to the satisfaction of the Contract
Administrator.
Sta. 0+385 — Ex. A, X, and AA Branch Connections
Each existing Municipal branch shall be connected to the CB at Sta. 0+385 as depicted on the
accompanying details.
For the existing A Branch, the Contractor shall supply and install approximately 6 m of 300 mm
dia. perforated HDPE pipe (320 kPa) c/w sock and connect to the CB as generally depicted on
the accompanying details.
For the existing X Branch, the Contractor shall supply and install approximately 18 m of 300 mm
dia. perforated HDPE pipe (320 kPa) c/w sock and connect to the CB as generally depicted on
the accompanying details.
The location of the existing AA Branch is currently unknown. The Contractor shall initially locate
the connection point between the A Branch and the AA branch. The Contractor shall then install
300 mm dia. perforated HDPE pipe (320 kPa) c/w sock and connect to the CB as generally
depicted on the accompanying details.
Note the AA Branch connection shall be paid per m of tile installed instead of Lump Sum since
the total length of tile required to be installed is currently unknown.
054217 App F-Special Provisions 300054217.0000
Municipality of Kincardine 9
Kincardine Kinloss Branch 'A' Enclosure 2022—Appendix F—Special Provisions
November 2022
SP 8 Filling of Existing Kincardine Kinloss Branch `A'
The open portion of the existing Kincardine Kinloss Branch `A' shall be filled starting at Sideroad
30S proceeding west to its head. Excess fill from the channel cleanout works and from
construction works on the roadway shall be used by the Contractor to fill the existing channel
provided it is deemed suitable fill by the Contract Administrator. The Contractor shall initially
strip all topsoil along the existing channel banks and stockpile at the edge of the proposed
working space. The Contractor shall also strip the topsoil for approximately 15 m width to the
north of the channel and 10 m width to the south of the channel.
The Contractor shall then fill and grade the channel area into a Swale as per the accompanying
details to the satisfaction of the Contract Administrator. The Contractor shall ensure that the
filling of the channel does not result in less than 0.9 m of cover over the concrete drainage tile at
any point throughout its length.
The Contractor shall then restore the stockpiled topsoil overtop of the graded Swale.
SP 9 Sideroad 30 S Crossing
The roadway crossing shall be completed using the Open Cut Method, as per the Standard Drain
Specifications, and installed as per the details on the accompanying drawing set.
Agency Requirements. The crossing shall be completed in dry weather and in low or no flow
channel conditions as per best management practices. If this is not possible a cofferdam shall
be installed on the upstream end of the installation and stored water shall be pumped around
using an approved pump scheme and paid for as an extra cost. The Contractor shall note that
this extra payment shall not apply should the Contractor choose to construct the crossing in
poor construction conditions to the discretion of the Contract Administrator.
Staging. The area of the proposed culvert installation shall first be excavated according to the
design profile, Following this, it shall be excavated for the placement of granular materials,
placement of the culvert, and backfilled.
Construction. The road crossing shall have a top width matching the existing roadway width in
the location of the crossing at a minimum.
The proposed pipe shall be installed on a minimum 150 mm depth of 19 mm dia. clear crushed
stone or Granular A material compacted to a minimum 98% Standard Proctor Dry Density
(SPDD). The bedding material shall continue to 300 mm above the pipe at a minimum. The
remaining backfill shall be select native material if it is deemed suitable granular material by the
Contract Administrator and Municipality at the time of construction. All unsuitable excavated
material shall be removed and disposed of as noted in the "Existing Culvert and Fill" section of
this specification. In this case, imported OPSS Granular `B' shall be used for backfill and
supplied by the Contractor as a contingency item. The installation of the Granular `B' material in
the roadway shall still apply under the original road/laneway crossing line item. The crossings
shall have a minimum 300 mm depth of approved clay plug for resistance to external piping
along the culvert. Furthermore, a minimum 150 mm topcoat depth of compacted OPSS
Granular `A' material shall be installed for the travelled portion of the crossing.
Granular material shall be placed in maximum 300 mm depth lifts and compacted with an
approved vibratory plate compactor to a minimum 98% SPDD prior to the next lift being added.
054217 App F-Special Provisions 300054217.0000
Municipality of Kincardine 10
Kincardine Kinloss Branch 'A' Enclosure 2022—Appendix F—Special Provisions
November 2022
Existing Culvert and Fill. The Contractor shall remove and dispose of the existing culvert
offsite. The Contractor shall note that there are approximately 12 m of 1500 mm dia. CSP that
are relatively new and shall be salvaged for the property owner. The remainder of the CSP is
rusty and shall be disposed of off-site by the Contractor. Excess fill from the existing crossing
shall be used as fill for the drain enclosure.
Traffic Control Plan. A traffic control plan shall be prepared by the Contractor and submitted
to the Municipality of Kincardine and the Contract Administrator a minimum of 10 days prior to
the proposed start of construction of the crossing. The plan must be approved by the
Municipality of Kincardine and implemented by the Contractor prior to the beginning of
construction.
Note: Any settlement or impact caused to the road shall be the sole responsibility of the
Contractor, per the Standard Drain Specifications. Any voids surrounding the pipe appearing
post construction under the warranty period to the Owner shall be included with the cost of this
line item. The Owner of the road ROW shall be contacted by the Contractor regarding any
issues pertaining to the pipe installation on their property, prior to leaving the site. Issues shall
be remedied to the satisfaction of the Contract Administrator and the Owner.
Section B —Contingency Items
This section covers work that may be required for this project. These items shall apply only as
and when approved by the Engineer.
SP 10 Connection of Existing Tiles
(Standard Drain Specifications - Sections E.2.3.5)
General: The unit price bid for these items shall include all labour, equipment, and material
required to reconnect/connect existing private tile drains encountered during construction to the
drain.
Missed connections during construction shall be completed by the Contractor during the
warranty period and paid at the contract price. If the Contractor fails to complete the connection
within a reasonable timeframe in the opinion of the Engineer and/or the Municipality, the work
shall be completed by a Contractor of the Engineer's choosing and the cost of the work
deducted from the contract holdback.
Connections: Typically, existing private tiles encountered during construction will be
connected to themselves per the detail in the accompanying drawings. In circumstances where,
in the opinion of the Engineer, reconnection is not possible, private tiles may be connected to
the new drain as noted and with the downstream side of the existing tile capped.
Installation shall include appropriately sized PDT or solid HDPE dual-wall (320 kPa) pipe (or
approved equal), connected to the new pipe using a core drilled hole and manufactured HDPE
coupler fitting, with 19 mm dia. clear crushed stone backfill under the connection and a
minimum of 150 mm over top of the connection per the accompanying detail. Connections
directly into the new drain without the use of a coupler will not be permitted.
054217 App F-Special Provisions 300054217.0000
Municipality of Kincardine 11
Kincardine Kinloss Branch 'A' Enclosure 2022—Appendix F—Special Provisions
November 2022
SP 11 Supply and Install OPSS 19 mm dia. Clear Crushed Stone
For the unit price bid per tonne, the Contractor shall supply 19 mm (3/4 inch) dia. clear crushed
stone. These unit prices shall be used for payment for any 19 mm clear crushed stone installed
in addition to those quantities already specified in other items and for credit for any quantities of
19 mm clear crushed stone deleted from other items.
The Contractor shall then install the clear stone as directed by the Contract Administrator.
SP 12 Supply and Install OPSS R50 Rip-Rap Erosion Protection
For the unit price bid per square metre, the Contractor shall supply and install a 450 mm
thickness of 150 to 300 mm (OPSS R50) diameter quarry stone rip-rap with geotextile underlay.
These unit prices shall be used for payment for any rip-rap installed in addition to those
quantities already specified in other items and for credit for any quantities of rip-rap deleted from
other items. Additionally, this will include areas of existing channel bank where erosion or bank
slumping has occurred, as directed on-site by the Contract Administrator.
SP 13 Supply and Install OPSS Granular `B' Material
For the unit price bid per tonne, the Contractor shall supply OPSS Granular `B' material. These
unit prices shall be used for payment for any Granular `B' material installed in addition to those
quantities already specified in other items and for credit for any quantities of Granular `B'
deleted from other items.
The Contractor shall then install the granular material as directed by the Contract Administrator.
054217 App F-Special Provisions 300054217.0000
BuRNsiDE
[THE DIFFERENCE IS OUR PEOPLE]
Appendix G
Drawings
Watershed Plan 1 of 3
Plan & Profile 2 of 3
Details 3 of 3
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