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Request for Proposal

Professional Engineering Services Required for Upgrades to the Norwood Drinking Water System

Request for Proposal No.: 2018-02

Issued: Wednesday November 14, 2018

Closing: 2:00 pm on Wednesday, December 12, 2018

Submission Location: Kyle Beacock, Water/Wastewater Manager Township of Asphodel-Norwood 2357 County Road 45 P.O. Box 29 Norwood, Ontario K0L 2V0

Request for Proposal 2018-02 for Professional Engineering Services Required for the Upgrades to the Norwood Drinking Water System

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Contents 1. Background ...................................................................................................................................... 1

1.1. Introduction ................................................................................................................................ 1

1.2. Information Included with the Request for Proposal ................................................................... 3

2. Project Objective .............................................................................................................................. 3

3. Project Requirements ....................................................................................................................... 5

3.1. Field Investigations .................................................................................................................... 5

3.2. Preliminary and Detailed Design ................................................................................................ 6

3.3. Tender Period Assistance .......................................................................................................... 6

3.4. Construction Contract Administration and Site Inspection (Provisional) ..................................... 7

3.5. Post Construction Services (Provisional) ................................................................................... 7

3.6. Preliminary Project Schedule ..................................................................................................... 7

4. Inquiries and Addenda ..................................................................................................................... 8

5. RFP Timetable ................................................................................................................................. 9

6. Proposal Requirements .................................................................................................................... 9

6.1. Technical Proposal (Part 1)...................................................................................................... 10

6.1.1. Project Team .................................................................................................................... 10

6.1.2. Project Understanding and Implementation ...................................................................... 11

6.1.3. Experience and Qualifications ........................................................................................... 12

6.1.4. References ....................................................................................................................... 12

6.2. Financial Proposal (Part 2) ...................................................................................................... 12

6.2.1. Costs for Design Phase .................................................................................................... 13

6.2.2. Costs for Construction Phase ........................................................................................... 13

7. Additional Information and Requirements ....................................................................................... 14

7.1. Ownership of Documents ......................................................................................................... 14

7.2. Confidentiality/Conflict of Interest ............................................................................................. 14

7.3. Cost of Proposal ...................................................................................................................... 14

7.4. Agreement ............................................................................................................................... 14

7.5. Insurance ................................................................................................................................. 14

7.6. Award of Contract .................................................................................................................... 15

8. Proposal Submission Procedures ................................................................................................... 15

8.1. Proposal Submission ............................................................................................................... 15

8.2. Disqualifications of Proposals .................................................................................................. 16

8.3. Amendment of Withdrawal of Proposals .................................................................................. 16

9. Proposal Evaluation Process .......................................................................................................... 16

9.1. Technical Proposal Evaluation ................................................................................................. 16


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9.2. Financial Proposal Evaluation .................................................................................................. 17

Attachments: Municipal Drinking Water Licence Drinking Water Works Permit As-Built Drawings Standpipe Inspection Report (2008) Standpipe Inspection Report (2018) Current CT Calculations


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1. Background

1.1. Introduction This Request for Proposal (RFP) is an invitation by the Township of Asphodel-Norwood (Township) to Consulting Engineering Firms (Consultants) to provide Professional Engineering Services for the design and implementation of upgrades to the Norwood Drinking Water System (DWS) including watermain upgrades at the well/pumphouse/standpipe site, upgrades to the standpipe, and temporary pumping/piping systems to facilitate system upgrades without disrupting the supply of treated water to the distribution system. In addition to the water distribution system, the Norwood DWS includes three production wells, an 8.5m x 12m pumphouse (treatment facility), a 1,264m3 glass-fused to steel (GFS) standpipe and on-site watermains (including a chlorine contact pipe), all of which are located at the well/pumphouse/standpipe site at 12 Ridge Street, Norwood, Ontario. As per Figure 1, watermains at the well/pumphouse/standpipe site include the following:

Chlorine contact pipe (±21m of 600mm diameter PVC pipe) installed immediately outside the pumphouse.

Dedicated 200mm diameter watermain (standpipe feed) installed between the chlorine contact pipe and the standpipe.

Dedicated 250mm diameter watermain (distribution feed) from the standpipe to the distribution system (at Ridge Street) including a strap on flowmeter in an underground valve chamber.

As noted in Figure 1 the existing watermain valves ±15m east of the pumphouse (including the interconnecting valve between the watermains to/from the standpipe) and the valve on the standpipe discharge watermain are inoperable. The Norwood DWS has a permitted capacity of 1,965 m3/day (22.74 L/s) as per the current Municipal Drinking Water Licence (#133-101) and Drinking Water Works Permit (#133-201) for the system. Treatment includes the addition of orthophosphate for corrosion control and chlorination (using sodium hypochlorite) for primary and secondary disinfection. The treatment system also includes four stainless steel tanks with a total volume of 5m3, housed within the pumphouse, from which in-line booster pumps, equipped with VFDs (part of the aeration system previously used for corrosion control) deliver water to the distribution system (via the chlorine contact pipe and standpipe). The booster pumps currently operate intermittently to fill the standpipe. The pumps are ramped up or down with the VFD to match flows delivered by the well pumps. The submersible pumps installed in Well 1 and Well 2 are rated for 7.9 L/s at 61 m TDH and the submersible pump installed in Well 3 is rated for 7.6 L/s at 54m TDH. The well pumps are equipped with variable frequency drives which allow them to be used to pump to the stainless steel tanks in the pumphouse or directly to the distribution system (via the chlorine contact pipe and standpipe). It is noted that the Township is in the process of incorporating a fourth well into the system. The pumps currently operate intermittently to fill the standpipe.


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Figure 1: Site Schematic. Circled valves are inoperable.

Pumphouse

Standpipe

M

FH

M

Gate Valve

Flow Meter

Chlorine Contact Pipe

Ridge Street


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Although the on-site watermains include the necessary valving to bypass the standpipe, the existing valves are currently inoperable and as such the standpipe currently cannot be bypassed or isolated for inspection and maintenance. The Township intends to replace the inoperable valves and/or provide additional valving to facilitate the required temporary pumping system and by-passing of the standpipe as needed for future maintenance activities Treated water storage for the system is currently provided by a 7.3m diameter x ±30m high (1,264 m3) glass-fused to steel (GFS) standpipe. Upgrades to the standpipe, as part of this assignment, are intended to include cleaning, interior inspection (in the dry), the provision of cathodic protection and the installation of a mixing system as part of this assignment. Distribution system pressure is controlled by the water level in the standpipe, which is maintained by intermittent operation of well pumps and treatment system. A strap on flow meter in a valve chamber adjacent to the pumphouse measures water flowing to the distribution system from the standpipe The Township intends to replace this existing flowmeter with a magnetic flowmeter as part of this assignment. Under normal system operation, the Norwood Drinking Water System operates as a gravity based (floating storage) system with distribution system pressure maintained by the water level in the standpipe and the fluctuating daily demand satisfied by the water stored in the standpipe. As part of this assignment the Consultant will be required to develop a detailed phasing/staging plan and temporary pumping/piping system to facilitate system improvements including upgrades to the existing standpipe. Proponents shall prepare a detailed technical proposal, including a detailed work plan for project implementation. In the technical proposal, the Consultant should identify all key project team members and demonstrate the ability to commit the necessary resources to complete the project. No fees or rates are to be indicated in the technical proposal.

1.2. Information Included with the Request for Proposal The following background information has been provided with this RFP to assist the Consultant in developing an understanding of the project requirements and in preparing their proposal:

a) Municipal Drinking Water Licence b) Drinking Water Works Permit c) As-Built Drawings d) Standpipe Inspection Report (2008) e) Standpipe Inspection Report (2018) f) Current CT Calculations

2. Project Objective This RFP was developed and is being issued by the Township to select a Consultant to provide professional engineering services to undertake the necessary works associated with the planning, design, and implementation of upgrades to the Norwood DWS. The following items detail, in general terms, the scope of work. Proponents are encouraged to suggest and identify alternate methods and tasks to achieve the Township’s objectives. Design of Watermain Upgrades for:

Replacement of existing inoperable valves Replacement of existing strap-on flowmeter with magnetic flowmeter


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Provision of additional valves and connection points to facilitate the isolation and bypassing of the standpipe and other components for maintenance activities

New valve chamber (located in the vicinity of standpipe) Provision of power for valve chamber (light, heat, sump pump, etc.) Consultant required to secure all permits/approvals

Design of Standpipe Upgrades for:

Provision of an internal mixing system(s) Provision of a cathodic protection system (as recommended by GFS tank supplier) Provision of power for mixing and cathodic protection systems Miscellaneous health and safety upgrades Cleaning and interior inspection/assessment (with Township and GFS tank supplier) Consultant required to secure all permits/approvals

Design of Temporary Works for:

Provision of temporary piping, pumping, storage, and other requirements to facilitate continued safe operation of the drinking water system during construction

Provision of a well pump pressure relief system Provision of a relief or recirculation system for the in-line booster pumps System to be capable of operating with the well pumps directly or the booster pumps Evaluate capacity of inline boosters and the well pumps to provide peak hour flows Development of process control narrative for temporary works and coordinate with

Township’s system integrator to complete integration for temporary control system prior to construction

Development of a detailed phasing and staging plan to implement the system upgrades without interruption in water supply

CT calculations for various temporary operating scenarios Consultant required to secure all permits/approvals

The reliance on contractors to develop temporary piping/pumping systems and phasing/staging plans is not considered acceptable Proponents are requested to provide the necessary professional engineering services to complete the detailed design to allow for routine maintenance and to facilitate any future capital works. Separate submissions for the temporary works will be required to achieve the Township’s objectives. The temporary works may be completed by the Township using a different contractor than that of the permanent works. It is expected that temporary works will be implemented prior to the Contractor commencing installation of the permanent works. The Township will use a qualifications-based selection process to select the Consultant whose work plan and qualifications as evidenced by their technical and financial proposals, in the opinion of the Township, provides the highest value to the Township and its rate payers. This RFP including the description of the assignment and review criteria are intended to provide guidance to proponents in preparing detailed proposal submissions to complete the work identified herein and any additional work deemed necessary by the proponent based on their expertise and experience on similar projects. Proponents are advised that the award of this assignment, including future work phases, is contingent on


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receiving Council approval to proceed. The proponent has the sole responsibility for any costs associated with preparing its proposal submission in response to this RFP. In no event will the Township be responsible for the cost of the preparation or submission of proposals in response to this RFP.

3. Project Requirements It is anticipated that professional engineering services will be required to complete the following work phases:

Field Investigations (where required) Preliminary and Detailed Design Tender Period Assistance Construction Contract Administration (provisional) Site Inspection (provisional) Post Construction Services (provisional)

The following sections identify key aspects (services) for each of the work phases. Although this RFP identifies what the Township considerers some of the key aspects or requirements, the proponent’s technical proposal should identify other additional work deemed necessary by the proponent based on their expertise and experience on similar projects.

3.1. Field Investigations Given the scope of work, field investigations are anticipated to be limited. The Township has included allowances for a topographic survey, utility locates and geotechnical investigations. Topographic Survey: $5,000 Utility Locates: $5,000 Geotechnical Investigation: $10,000 The proponent should provide comment, within their proposal, as to the adequacy of the proposed allowances for field investigations to support the planning and design requirements and identify any additional studies that are deemed necessary. The Consultant will be responsible for coordinating and overseeing field investigations and reviewing results for incorporation into the design as required. These costs should be included as part of the cost for engineering services. The intention is that the Township will pay the cost of field investigations directly. Consultant costs for the coordination of field investigations should include all costs associated with preparing appropriate terms of reference to obtain multiple proposal/quotes from firms providing specialized investigative services which are mutually acceptable to the Consultant and Township.


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3.2. Preliminary and Detailed Design

Within the Preliminary and Detailed Design phase the consultant’s work program should include but not be limited to the following: Confirmation of design criteria

Develop preliminary layouts/configurations for review/approval.

Prepare detailed design drawings (including 60% & 90% review submissions)

Provide and update cost estimates.

Develop process control narrative and drawings for the temporary works

Update process control narrative for permanent works.

Prepare detailed design brief including all relevant calculations.

Prepare technical specifications.

Prepare contract documents (front end)

Provide digital (pdf) copies of complete tender packages for the purposes of tendering.

Review Meetings with the Township’s System Integrator (minimum 2)

Review Meetings with the Township (minimum 3)

Prepare “tender ready” contract documents.

Obtaining required permits and approvals.

Utility coordination.

The intention is for the Consultant to complete the work identified herein and all associated work necessary for a complete, fully functional and constructible design to the satisfaction of the Township. The temporary works must minimize standpipe downtime and keep the water system operational. Contingency plans must be developed as part of the temporary works to ensure the continuous supply of water to the distribution system.

The Township will pay application fees associated with required permits and approvals (where required.

3.3. Tender Period Assistance Within the Tender Period Assistance phase the consultant’s work program should include but not necessarily be limited to the following: Prepare detailed pre-tender construction cost estimate.

Prepare and coordinate placement of tender advertisement.

Provide digital (pdf) copies of complete tender packages for the purposes of tendering.


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Attend site meeting during the tender period.

Respond to Contractor questions and requests for information during the tender period.

Prepare and issue addenda to the tender as required.

Attend tender opening at the Township offices.

Review of tender submission and prepare tender report and award recommendation.

Assisting the Township with Contract award.

3.4. Construction Contract Administration and Site Inspection (Provisional)

Within the Construction Contact Administration and Site Inspection phase the consultant’s work plan should include but not be limited to the following: Attend pre-construction start-up meeting.

Attend construction progress meetings.

Review and process Contractor payment certificates

Issued completion certificates.

Review and respond to Contractor questions and requests for information.

Issue site instructions and contract change orders.

Shop drawing reviews by all relevant disciplines.

Prepare detailed facility operations manual.

Site Inspection (part-time).

Review Contractors schedule, work plans, phasing plan, commissioning plan, etc.

Oversee testing and commissioning

3.5. Post Construction Services (Provisional) Within the post construction services phase the consultant’s services should include but not be limited to the following: Prepare detailed as-built drawings.

Review and oversee completion of deficiencies and unfinished work.

Review and assess warranty related issues.

Review and process Contractor payment certificates

Prepare final acceptance certificates.

3.6. Preliminary Project Schedule The following time-frame for completion of the overall work program, as projected by the Township, is


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provided at this time. Table 1: Preliminary Project Schedule

Item Date

Contract Award & Project Kick-Off Meeting February 2019

Background Review March 2019

Development of Temporary Pumping Plan and Review Meeting (Workshop) April 2019

60% Temporary System Control Narrative and Drawings Including Review Meeting with Township System Integrator

May 2019

60% Detailed Design Submission of Permanent Works Including Review Meeting with Township

June 2019

90% Temporary System Control Narrative and Drawings Including Review Meeting with Township System Integrator

July 2019

90% Detailed Design Submission of Permanent Works Including Review Meeting with Township

Mid August 2019

Tender Ready Package for Permanent Works Mid September 2019

Issue Tender for Permanent Works Early October 2019

Tender Close for Permanent Works Mid November 2019

Award of Construction Contract February 2020

Start of Construction Spring/Fall 2020

It is noted that the preliminary project schedule above is provided as a means of providing a preliminary project schedule to establish a preliminary time-frame for budgeting purposes and a preliminary date for which the works could proceed. The implementation date is desired but not necessarily fixed. It is incumbent on the proponent as part of their proposal submission to develop a schedule with realistic milestones as determined through their professional judgement and experience on similar projects.

4. Inquiries and Addenda Should a respondent find omissions from or discrepancies in the RFP or supporting documents or is in doubt as to the meaning of any part of such documents, the respondent should notify the Township in writing. Proponents are advised that all inquiries regarding the interpretation of the RFP document or correspondence in regard to this RFP should be directed (via e-mail) to:

Township of Asphodel-Norwood 2357 County Road 45 P.O. Box 29 Norwood, Ontario

K0L 2V0 Attention: Mr. Kyle Beacock E-mail: [email protected] No inquiries or questions regarding this RFP will be considered after November 30, 2018.


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Where the Township considers that a correction, explanation or further clarification is necessary or desirable, any and all additions, changes or revisions to the RFP will be issued to proponents in writing as a formal addendum to the RFP. Proponents should not consider any direct or indirect verbal communications as a change to the RFP or project requirements. The Township will not necessarily present and respond to all proponent questions via addendum.

5. RFP Timetable Time shall be of the essence for all stages of this project, including the submission and evaluation of proposals. Although subject to change, at the discretion of the Township, the anticipated schedule through to award of the contract for professional engineering services is as follows: Table 2: RFP Schedule

Item Date

Issue Date of RFP Wednesday, November 14, 2018

Proponent Meeting (Non-Mandatory) 10:00 am on Wednesday, November 21, 2018

Deadline for Questions 10:00 am on Friday, November 30, 2018

Submission Deadline 2:00 pm on Wednesday, December 12, 2018

Anticipated Award of Contract February 2019

6. Proposal Requirements The proponents’ overall proposal submissions shall consist of two (2) parts, which will be submitted together in separate sealed envelopes. The proponent’s technical proposal (including Form A: Acknowledgment provided with the RFP) will be Part 1 while the proponents Financial Proposal (including Form B: Engineering Fee Proposal provided with the RFP) will be Part 2. Proponents are encouraged to structure and organize their proposal submissions in a manner which is consistent with the evaluation criteria or as otherwise considered to best facilitate the review process. All financial aspects (costs) including staff hourly rates should be provided as part of the Financial Proposal (Part 2). The Technical Proposal (Part 1) should not include or identify any specific financial information related to the cost of professional engineering services to implement the project. As part of their proposal submission, the proponent should clearly identify all addenda to the RFP, which have been issued by the Township and that have been considered by the proponent in preparing their proposal submission. Although every effort will be made to ensure all proponents receive addenda in a timely manner, it remains the responsibility of the proponent to ensure that all addenda have been received and addressed as part of their proposal submission. All interested proponents should register as a plan taker with the Township’s identified e-bidding system.


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This RFP including the description of the assignment and review criteria are intended to provide guidance to proponents in preparing a detailed proposal submission to complete the work identified herein.

6.1. Technical Proposal (Part 1) To facilitate the review process, proponents are encouraged to structure and organize their technical proposal submissions in a manner which is consistent with the evaluation criteria as follows:

Project Team Project Understanding and Implementation Experience and Qualifications References

Proponents are requested to limit technical proposals to a maximum of ten (10) pages of text, excluding the project schedule, detailed list of project tasks and project organizational chart. Detailed resumes for key staff, corporate brochures and additional information for the projects selected to demonstrate the proponents experience and qualifications may be included in appendices to the technical proposal and will not be included in the page count. Technical Proposal text shall use a minimum font size of 11 point Times New Roman (or equivalent) with minimum margins of 1” on all sides. All pages shall be on 8.5” x 11” white paper, with the exception of the project schedule, detailed list of project tasks and project organization chart which may be submitted on 11” x17” white paper. Technical Proposals exceeding the specified page limit will not be considered. Technical Proposals using fonts smaller than that identified or proposals that are otherwise not considered to be easily legible will not be considered. The following sections outline the evaluation criteria and are intended to provide guidance to proponents for the preparation of detailed proposals to complete the required works.

6.1.1. Project Team Where the project team includes team members from multiple firms, the proposal should clearly identify the lead firm, which will enter into the contract (agreement) with the Township, for the provision of professional engineering services for this assignment. As a means of introducing the project team, the technical proposal should include a description of the corporate history and corporate profile (years in business, areas of expertise, office locations, etc.) for the lead firm and sub-consultants where applicable. Where the proposed project team is made up of multiple firms, the proposal should identify how the firms have worked together previously and how they will work together on this assignment. Provide a project organizational chart identifying the roles of key members of the project team and the overall reporting structure for this assignment. Include a brief introduction of key members of the project team including their years of experience, strengths proposed role for this assignment and relevant experience related to their role. Provide an overview of each individual’s personal experience on similar projects including their role and areas of


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responsibility on previous projects or details of other expertise to demonstrate their ability to fulfill the requirements of this role. Key staff to be identified for this project should include, but not necessarily limited to the following:

Project Manager Technical Lead(s) CAD Support Contract Administrator Site Inspector

For each individual, the proposal should outline previous work experience and expertise that the individual has which is directly related to their role on this assignment. Identify other or additional key staff, which will play an important role in the project based on the proponent’s implementation strategy or company structure. Identify, where the same person will play multiple roles and demonstrate their ability and experience to fulfill these roles. Strong local presence and knowledge throughout the planning, design and construction phases of the project is considered important to assist with the timely and effective implementation of this assignment. The Township understands that an individual’s previous work experience may not have been obtained with their current consulting engineering firm. Where necessary the proponent may include staff reference(s) to further demonstrate the qualifications of key members of the project team. The proposal should be based on and identify key staff that will be directly involved in and responsible for the project. The Township will expect that the individuals named in this proposal, in particular the project manager and technical design leads, have the necessary availability and except where prevented by circumstances beyond the Consultant’s control, will be committed to this project for the full duration of the assignment, or until such time as their duties on the project are no longer required. Where substitutions (changes) to key project team members are necessary in the future, it will be incumbent on the Consultant to ensure that staff substitutions (changes) are made with fully and/or equivalently qualified staff and to provide evidence of such to the satisfaction of the Township. As with any industry, the Township understands that periodic staff changes may be necessary over the course of the assignment, but it will be the responsibility of the consultant to bring new staff up to speed as quickly and efficiently as possible without resulting in project delays. The Township will not bear the cost associated with time or project delays to bring new staff “up to speed” on the project.

6.1.2. Project Understanding and Implementation In order to confirm their understanding of the project the proponent should provide a clear, concise and well defined description of their approach and of the specific tasks required to complete the assignment. Although this RFP identifies some key aspects or requirements, based on their experience and expertise the proponent’s technical proposal should further demonstrate their understanding of the project specific requirements and the needs of the Township as it relates to this project.


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Identify any additional work deemed necessary by the proponent based on their expertise and experience on similar projects. The proponent should develop a detailed schedule which reflects the various components and tasks to be completed to implement the project, including realistic and achievable milestones, based on their professional judgement. It is noted that a preliminary timeline for progression of the work has been provided herein based on desired but not necessarily fixed implementation date. The proponents schedule should include the start date, duration and completion date of major tasks. The technical proposal should outline the expected level of involvement and requirements for Township staff involvement. The schedule should include and identify a reasonable duration for tasks requiring involvement of Township staff. Along with the schedule the proponent should develop a detailed list (table) of tasks identifying the estimated staff and sub-consultant effort (time) required for each task. The schedule and detailed listing of tasks may be provided on 11” x 17” pages and will not count as part of the page count.

6.1.3. Experience and Qualifications To demonstrate their ability and qualifications, the proponent is to provide a description of no more than three (3) similar projects completed recently by the consultant within the past 5 years. Include the name and location of the project as well as details to demonstrate how the project is similar to this assignment.

6.1.4. References The Proponent is to provide three (3) references relevant to projects undertaken by the proponent and the proposed project team within the past 5 years. Contact information for references to include the name, association, title, phone number(s) and e-mail addresses to allow the Township to easily contact the identified individual. It will be incumbent on the proponent to select references (individuals) able to comment on the qualifications and abilities of the firm (consultant) and the project team members identified for this assignment. As a minimum, at least one (1) of the references provided must be associated with or apply to one (1) of the three (3) projects identified to show the proponents Experience and Qualifications. In assessing the proponent’s qualifications and ability to complete the assignment, the Township reserves the right to contact and consider references other than those identified in the proponent’s Technical Proposal including internal reference checks for past projects undertaken within the Township.

6.2. Financial Proposal (Part 2) To facilitate the review process, proponents have been provided with Form B: Engineering Fee Proposal to structure and organize their financial proposal submissions. proposal submissions in a manner to allow evaluation of the following costing components.

Design and Tendering Phase (Investigations, Design, Tendering Assistance) Hourly and Per Diem Rates which will be used for any scope changes during design and the

provisional work during construction.


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For the purposes of the financial proposal, all fees including disbursements should exclude HST.

6.2.1. Costs for Design Phase Proponents should provide an estimate of fees to complete the design phase up to and including the tendering assistance of the assignment based on fully implementing the proponents identified scope of work and the requirements identified herein. This upset limit fee shall include all costs for labour and disbursements but exclude applicable taxes. The cost (upset limit) shall fairly represent the effort to be expended or may otherwise be means for disqualification of the proponent’s proposal. The Consultant will be responsible for coordinating and overseeing field investigations and reviewing results for incorporation into the design as required. These costs should be included in the upset limit fee for the design phase. Additional services, which the proponent may offer as value added extras, but are not otherwise considered part of the necessary work program, may be identified separately within the financial proposal (Form B) or the cover letter and should not be included in the upset limit fee.

6.2.2. Costs for Construction Phase The Township recognizes that the project is currently at a conceptual stage and is not sufficiently well defined for the development of a fixed price for professional engineering services during the construction contract administration and site inspection phase of the assignment. In order for the Township to evaluate costs for professional engineering services for the construction phase, proponents should provide hourly and per diem rates for key members of the project team that will implement future work phases. This information will be used to compare the consultant’s unit prices for directly comparable services and hourly rates for similarly qualified personnel. The consultant will be responsible for ensuring the hourly and per diem rates for staff identified herein, will be applicable at the time when the staff will be utilized based on the proponent’s proposed project schedule. For example, costs provided for inspection staff should reflect the fact the construction is likely to take place in 2020/2021. Hourly rates should be provided for key members of the project team, including but not limited to the following:

Site Inspector Contract Administrator Project Manager Design Manager CAD Support

Hourly rates for staff associated with the design, management and administration of the project should include all applicable payroll burden and markup as well as costs associated with information technologies and telecommunications.


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The Township does not expect to pay hourly rates for financial (accounting) staff or other employees of the proponent which are not identified as part of the project team or assigned to the project as these costs are considered to be included in the payroll burden of staff assigned to the project. Per Diem rates must include all costs associated with mileage, travel time, accommodation, meals and associated costs to allow the inspector to be “on-site” for nine (9) hours per day when required to attend the site. Proponents should allow printing and reproduction costs for document and drawing submissions for two hard copies of all submissions.

7. Additional Information and Requirements

7.1. Ownership of Documents Any data files, graphics, designs, drawings, plans, profiles, documentation (digital or hard copy) or property supplied/prepared by the Consultant pursuant to this assignment will be the exclusive property of the Township.

7.2. Confidentiality/Conflict of Interest All information and materials pertaining to this project are confidential and shall not be released without prior written approval of the Township. In its proposal, the Consultant must disclose to the Township any potential conflict of interest and shall identify any clients that it is currently working for which could put them in a potential conflict of interest position. The successful Consultant agrees that they will not place their firm in a conflict of interest position during the performance of this contract. Where such a potential situation arises, the Consultant agrees to immediately disclose the conflict to the Township and take such steps as are necessary to remove the conflict of interest. A breach of this process can lead to terminating any ensuing contract.

7.3. Cost of Proposal The Consultant has the sole responsibility for any costs associated with preparing its Proposal in response to this RFP. In no event will the Township be responsible for the cost of preparation or submission of any Proposal.

7.4. Agreement The successful proponent, if any, shall be required to sign and return the contract (agreement) for the provision of professional engineering services to the Township, within ten (10) business days of receiving such contract from the Township. The contract (agreement) will be tailored to reflect the proponent’s proposal as submitted, or as modified by mutual agreement of the proponent and the Township.

7.5. Insurance The Consultant will be required to carry appropriate insurance coverage, for the duration of the project for which services are to be provided including work during any required maintenance period, including a minimum of FIVE MILLION DOLLARS ($5,000,000.00) General Commercial Liability Insurance including equivalent level of coverage for non-owned and company owned vehicles (where applicable) and Professional Liability Insurance (Errors and Omissions) in an amount not less than FIVE MILLION DOLLARS ($5,000,000.00). As part of their proposal submission, proponents must acknowledge (confirm) that the minimum


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insurance requirements are satisfied. The successful proponent, if any, will be required to submit formal proof of insurance coverage within ten (10) business days of the notification of award of the assignment. The Consultants insurance policies will require that the Township be notified thirty (30) days in advance in the event the insurance policies are cancelled or changed in any manner. The Consultant shall be required to pay any deductible amounts in connection with all insurance policies.

7.6. Award of Contract Consultants are advised that the award of this assignment is contingent on receiving Council approval to proceed. The Township reserves the right to reject all proposals without cause.

8. Proposal Submission Procedures

8.1. Proposal Submission Proposals, sealed in envelopes and clearly identified as outlined below, will be received at the Township offices (address below) until: 2:00 p.m. (Local Time) Wednesday December 12, 2018 Proposals shall be address to: Mr. Kyle Beacock Water/Wastewater Manager Township of Asphodel-Norwood 2357 County Road 45 P.O. Box 29 Norwood, Ontario K0L 2V0 Proposals submitted by e-mail or facsimile will not be accepted. The use of mail or courier services for the delivery of proposals will be at the sole risk of the proponent. Proposals not received at the identified location by the submission deadline will be returned to the proponent unopened. The proposal package should be clearly marked:

Request for Proposal Township of Asphodel-Norwood RFP# 2018-02 Professional Engineering Services Required for the Upgrades to the Norwood Drinking Water System

The proposal submission must include three (3) printed and bound copies and one (1) electronic copy (pdf on a USB stick) of the Technical Proposal (Part 1) in a separate sealed envelope (envelope 1) and one (1) printed copy of the Financial Proposal (Part 2) in a separate sealed envelope (envelope 2). The Technical Proposal (Part 1) and the Financial Proposal (Part 2) must be in separate sealed envelopes or packages, each clearly marked with the name of the proponent, which then both must be placed in a sealed envelope or package.


______________________________________________________________________________________________________ Page 16 of 21

Where there is any discrepancy the printed copies of the proposal will be deemed the “official” submission. The successful proponent may be requested to submit up to four (4) additional copies of both the Technical Proposal and Financial Proposal for inclusion with an executed contract (agreement).

8.2. Disqualifications of Proposals The instructions and procedures set out in this RFP are to be followed by all proponents intending to submit a proposal for this assignment. By submitting a proposal, each proponent, expressly agrees to follow the instructions and procedures herein and be bound by and abide by the terms and conditions herein, including decisions of the Township. Failure to follow the instructions or procedures identified herein may, at the sole discretion of the Township, result in a proposal being disqualified.

8.3. Amendment of Withdrawal of Proposals A proponent that has already submitted a proposal may submit one (1) further revised proposal at any time up to the official closing time. The last proposal received shall supersede and invalidate all proposals previously submitted by that proponent. A proponent may withdraw its proposal at any time up to the official closing time, by submitting a letter bearing the signature of the signing authority of the firm and corporate seal as they appear in the proposal. The submission of such a letter will be under the same requirements as the proposal submission. E-mail, facsimile or telephone notification will not be considered an acceptable method of withdrawing a proposal.

9. Proposal Evaluation Process The evaluation of proposals will commence with the evaluation of the Technical Proposal (Part 1) of all proposals received. Only proposals that are deemed technically sound and technically comparable will proceed to the evaluation of Financial Proposals (Part 2). The Township reserves the right, in its sole discretion, to:

Reject a proposal where the upset limit or rates are noted in the Technical Proposal Reject a proposal where the proponent did not register as a plan taker. Reject a proposal which does not account for items or issues included in any addenda to the

RFP. Reject a proposal deemed not to be technically sound or technically comparable to other

proposals. Reject a proposal deemed not to be financially sound, whether the estimated cost of professional

engineering services are deemed unreasonably high or unrealistically low, or where the value exceeds the available budget.

Reject a proposal where costs or rates for future phases are not considered fair and reasonable. Reject a proposal that does not include acceptable terms whether technical or financial. Accept the proposal which is deemed to provide the highest value.

9.1. Technical Proposal Evaluation An evaluation committee, consisting of a minimum of two (2) Township staff members will independently review and rank each of the technical proposals. The individual scores from the reviewers will be


______________________________________________________________________________________________________ Page 17 of 21

averaged to determine the overall score for each of the technical proposals. The total available maximum score for the technical component of proposals will be 75 points. The evaluation criteria and weighting for the technical proposals will generally be in-line with the following:

Project Team (25 points) Project Understanding and Implementation (30 points) Experience and Qualifications (10 points) References (10 points)

Points will be awarded for each of the identified technical evaluation criteria on a stepped approach based on the reviewers ranking of each category (criteria). Reviewers will evaluate and score each of the categories (criteria) based on information provided within the proponents technical proposal submission. Reviewers will rank the proposals, with the 1st ranked proposal considered to best meet the individual criteria, in the opinion of the reviewer. Where considered to be equal, two or more proposals may receive the same rank for a category. Points will be determined by multiplying available points within a category by the appropriate percentages as follows:

Rank Percentage

1st 100

2nd 80

3rd 60

4th 40

5th 20

6th or lower 0

Where less than four (4) proposals are received, reviewers will score the proposals from 0 to the maximum points available in each category rather than using percentages. To facilitate the review process, proponents are encouraged to structure and organize their proposal submissions in a manner which is consistent with the evaluation criteria. The Township reserves the right to adjust the evaluation criteria or weighting to best suit the evaluation of proposals received. Where there are issues requiring clarification, the Township reserves the right to contact proponents to seek clarification and it will be incumbent upon the proponent to provide such clarification in a timely manner.

9.2. Financial Proposal Evaluation Upon completion of the review of technical proposals, the Township will proceed with review of financial proposals.


______________________________________________________________________________________________________ Page 18 of 21

The Financial Proposal (Part 2) of proposals that are not deemed “Technically Sound” and “Technically Comparable” to the highest ranked Technical Proposal (Part 1), based on review of the technical proposals, will not be opened. The Township reserves the right to open a single financial proposal, or open/compare financial proposals of what the reviewers consider technically comparable proposals. The total available maximum score for the financial component of proposals will be 25 points. The evaluation and weighting for financial proposals will generally be in-line with the following:

Total Upset Limit (25 points) Points will be awarded on a stepped approach based on the ranking of costs (fees) associated with the design phase and construction phase, with the lowest cost proposal being ranked 1st and subsequent higher costs (fees) ranked accordingly. Where considered to be equal due to no “significant” difference between costs, two or more proposals may receive the same rank for a category. The costs (fees) for the design and construction phases will be based on information provided within the proponent’s financial proposal submission. Points will be determined by multiplying available points within the financial categories by the appropriate percentages as follows:

Rank Percentage

1st 100

2nd 80

3rd 60

4th 40

5th 20

6th or lower 0 Proposals deemed to have unreasonable costs or hourly rates, whether the fees are deemed unreasonably high or unrealistically low, will not be considered. Where a mathematical error was made in the completion of Form B, the prices noted in the individual items will be considered correct and the Total Upset Limit will be changed accordingly. The corrected value of the Total Upset Limit will be used to compare and evaluate the financial proposal.


______________________________________________________________________________________________________ Page 19 of 21

Form A: Acknowledgement I/We have carefully examined all documents in the Request for Proposals, including Addendum No. ___ to ___ *inclusive. *The Proponent will insert here the number(s) of the Addendum/Addenda received during the bidding period and taken into account in preparing their Proposals. I/We agree that we have reviewed and understand the Proposal documents and I/We are capable and willing to perform the requirements of the Proposal and where the Proposal is submitted by a Corporation, it must be signed by a duly authorized officer of the company. I/We agree to comply with the terms and conditions herein and to commence the work immediately when authorized to proceed and to carry it forward in such a manner as to ensure proper completion at the earliest possible date and as outlined in the schedule included in our proposal. By your signature hereunder, it is deemed that you have read and agreed to all requirements set out in this Document Package (unless otherwise noted). Award of this Proposal shall be indicated by the Township by the issuance of a Consulting Agreement and the Consultant acknowledges that upon such issuance the Consultant shall be bound by the terms and conditions set out herein. Proposal Submitted by: (Please type/print) ____________________________________ __________________________________________ Business Name Name & Title of Signing Officer ____________________________________ __________________________________________ Address Signature of Signing Officer ____________________________________ __________________________________________ City/Town Postal Code Name & Title of Contact Person ____________________________________ __________________________________________ Telephone Number Fax Number Signature of Contact Person ____________________________________ __________________________________________ Contact Email Address Date


______________________________________________________________________________________________________ Page 20 of 21

Form B: Engineering Fee Proposal

Design and Tendering Phase

Item No. Cost

1. Project Management/ Coordination/ Meetings $

2. Design of Permanent Works – Watermain Upgrades $

3. Design of Permanent Works – Standpipe Upgrades $

4. Design of Temporary Works $

5. Tendering Assistance $

6. Allowances (Provisional) $ 20,000

7. Total Upset Limit (add 1-5 above) $

The Consultant shall include a table of personnel, hourly rates, and number of hours allocated to each activity noted in the table above.

Hourly and Per Diem Rates

Roll, Name Hourly Rate Per Diem Rate

Site Inspector

Contract Administrator

Project Manager

Design Manager

CAD Support


______________________________________________________________________________________________________ Page 21 of 21

Pricing Notes:

i. The proposed design and tendering phase engineering fee will be inclusive of all disbursements ii. The Township reserves the right not to proceed with the construction phase services as part of

this assignment. iii. The Township reserves the right to delete any part of the Scope of Work as identified in the RFP

for this assignment. iv. The prices that Proponents use to complete the Cost Proposal shall be exclusive of any taxes,

unless otherwise indicated. Prices shall be in Canadian Dollars. v. The hourly and per diem rates included are for any works associated with engineering change

orders, construction, and post construction. Proposal Submitted by: (Please type/print) ____________________________________ __________________________________________ Current HST Registration # Current WSIB Certificate # ____________________________________ __________________________________________ Consultant Name & Title of Signing Officer ____________________________________ __________________________________________ Date Signature of Signing Officer

PO Box 399, Innerkip, ON N0J 1M0

Tel: (519) 469-8169 • Fax: (519) 469-8157

www.greatario.com

COMPLETE INSPECTION REPORT

PROJECT NAME

Date of inspection: July-6-18

Inspector: Josh Rodrigues, Service Technician

http://www.greatario.com/


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Contact Information:

Name: Kyle Beacock

Phone: (705)933-4371

Email: [email protected]

General Information:

Diameter: 7.6m (25’)

Height: 28.3m (93’)

Capacity: 1,283m3

Tank S/N: 8930364

Type: Glass fused to steel bolted tank

Tank ID Plate:

Installed: No

Readable: NO

Safety Placards:

Installed: NO

Readable: NO

GROUNDS:

Fence: Yes, bad condition

Gate: Yes

Lock: Yes

Evidence of Vandalism or Trespassing: Yes


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TANK EXTERIOR

ROOF

Type: Bolted Steel

Panels: Good

Panel Coating: Good

Sealer/Silicon Condition: Excellent

Overall Condition: Good

Roof Vent

Expanded Metal Screen: Good

Insect Screen: Good

Hardware Condition: Good


Roof Manway


Pad Lock Installed: Yes

Roof Flanges

Flanges Installed: No

Condition of Flanges: N/A

Condition of Flange Hardware: N/A


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SIDEWALL & ACCESSORIES

Tank Shell

Colour of Sheets/Sealer: Blue/Black

Glass/Sheet Condition: Fair

Galvanized Nut/Washer Condition: Fair

Sealer Condition: Excellent

Web Truss Condition: Good

Overall Condition: Fair

Sidewall Manway:

Size: 24”

Quantity: 1

Gasket Condition: Good

Bolt Condition: Good


Tank Foundation

Concrete Curb: Good

Erosion, Cracking or Settlement: No

Anchor Bolts: Yes Good, nuts starting to rust


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Exterior Ladder/Cage Assembly:

Any Damage: No

Ladder Gate Installed: No

Padlock Installed: No


Piping:

Overflow:

Location: North west, beside ladder

Pipe Size: 6”

Pipe Type: PVC

Screen Installed: Yes

Flapper Installed: No

Pipe Brackets: Good


Exterior Summary:

The fence surrounding the tank is in very bad condition and should be repaired. There is quite a bit of graffiti on the bottom ring and should be cleaned. The overall condition of the sealer is excellent as it was sealed last year. Many stone chips were sealed last year and condition has not changed. Manway was freshly painted with new hardware installed last year but has since been painted by vandals. The ladder is set at the top of the fifth ring and is quite hard to access, another section of ladder should be installed as well as a ladder gate with a padlock. The overall condition of the roof is good, sealer and panel coatings are all in good condition. A new padlock has been installed on the roof hatch. Walkway and handrails are all in good condition. The overall condition of the exterior is good.


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TANK INTERIOR

Tank Shell:

Colour of Sheets/Sealer: Blue/Black

Glass/Sheet Condition: Good

Encapsulated bolt condition: Good

Sealer Condition: Fair


Floor Condition: Glass Floor

Glass/Sheet Condition: Not visible

Sealer Condition: Not visible

Condition of Caps/Encapsulated Nuts: Not visible

Sediment: Heavy

Condition of Sump/link seals: Sump is good, link seal not visible

Floor Condition: Concrete Floor Overall appearance of floor: N/A

Appearance of perimeter coating: N/A

Interior Summary:

Interior of tank is in fair overall condition. Tank does not currently have a cathodic protection system installed therefore there is some corrosion visible at exposed sheet edges where sealer has degraded over time. Sealer on sheet edges is thin in areas near top of tank and throughout on bolt heads. Interior sheet edges and bolt heads should be cleaned and touched up with new sealer in the near future. There is a significant amount of sediment build up on the tank floor and inside manway which did not allow for inspection of the floor. Sediment should be removed as soon as possible and cathodic protection system installed.


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STRATIFICATION TESTING (ONLY APPLICABLE FOR ROV INSPECTIONS)

Water Temperature °C:

Surface: 21 C

10 feet: 22 C

20 feet: 23 C

30 feet: 24 C

40 feet: 24 C

50 feet: 25 C

60 feet: 24 C

70 feet: 24 C

80 feet: 23 C

90 feet: 23 C

100 feet: Click here to enter text.




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RECOMMENDED MAINTENANCE & ACTION PLAN:

1) Remove sediment and clean tank floor/bottom 2-3 rings

2) Install at least 1 section of ladder with gate and pad lock

3) Repair fence to prevent future vandalism and unauthorized access

4) Install cathodic protection system on tank floor

5) Plan for interior rehabilitation in near future.

6) Install GridBee electric mixer to improve stratification and help mitigate ice

Next Inspection Due: 01/07/2021

Next Inspection Type: Exterior & CP Testing

Report Prepared by:

Scott Plant Service Manager, Greatario


9 | P a g e

Purpose of this Inspection Report:

GREATARIO Service is pleased to provide the following Inspection Report (“Report”). The

purpose of this Report is to communicate the conditions actually observed during

GREATARIO’s inspection through its use of remotely operated vehicles (“ROV”).

GREATARIO’s ROV inspection is limited to conditions which were actually visible to the ROV

operator and will not discover nor result in discovery of any conditions not entirely or clearly

visible during GREATARIO’s inspection. The conditions which are entirely and actually visible

and discovered during GREATARIO’s inspection are provided in this Report. Subject to the

LIMITATIONS OF THIS REPORT below, GREATARIO’s inspection was an ROV inspection of

the tank exterior, interior, and piping of the water storage facility for the purpose of generating

the Report and providing recommended maintenance. GREATARIO has not undertaken any

inspection nor does its Report reflect the condition of any structural components or mechanical

systems.

LIMITATIONS OF THIS REPORT:

GREATARIO’s Report is based on its interpretation of information, observations, and data

provided to GREATARIO by others and collected by GREATARIO during its inspection. This

Report is provided solely for the purpose of reporting the findings of GREATARIO’s general

inspection of the water storage facility. GREATARIO is not a licensed engineering firm nor does

it make any representations relating to any structural or mechanical component requiring

licensure as a registered engineer. Specifically, GREATARIO makes no report, statement,

recommendation, or other representation of any type related to the water storage facilities

structural or mechanical integrity, condition, capacity, adequacy or conformance with any

applicable law, regulation, or code. GREATARIO does not warrant that its services,

observations, data, recommendations, or Report will be free from any such errors or defects or

that any such errors or defects will be corrected by GREATARIO. GREATARIO does not

warrant or make any representations regarding the use of the Report, any recommendations, or

other content, specifically including, but not limited to, its correctness, accuracy, completeness,

reliability, safety, or otherwise. GREATARIO is not responsible for and loss or damage caused

by, arising out of the use of, or reliance on its services, observations, data, recommendations, or

Report generated.

































Norwood Drinking Water System - Existing CT Calculations (October 2016)

Municipal Drinking Water Licence #133-101 - plant rated capacity 1,965 m3/dDrinking Water Works Permit #133-201 - identifies chlorine contact as being provided by 68.3 m of 200 mm watermain from WTP to standpipe and 69.8 m of 250 mm watermain from standpipe to first customer

Permit-To-Take-Water 1360-98RPXS - maximum permitted water taking 1,965 m3/dSource Groundwater - three (3) groundwater production wells (Well No. 1, Well No. 2 & Well No. 3)

Required Disinfection Credit 2 log virus - based on source water being considered a groundwater supply (not GUDI)Maximum pH < 9.0 - treated water pH is typically 8.1 - 8.4 following aeration (field pH of April 1, 2014 distribution sample 8.75)

Minimum Water Temperature (oC) 5 - estimated minimum temperatureCT Required (mg/L min) 4 - as per Table 7 of Procedure for Disinfection of Drinking Water in Ontario (based on pH 6 -9 & Temperature 5 oC)

Notes:

2) Existing standpipe confirmed to have separate inlet (200 mm) & outlet (250 mm) pipes (approximately 2 m apart) based on photographs and information provided by OCWA.

3) Worst case (maximum) flow in 200 mm watermain (WTP to standpipe) equivalent to plant rated capacity 1,965 m3/d (22.7 L/s) although OCWA reports that flows have never exceeded 1,642 m3/d (19 L/s).

4) As per OCWA, system includes a high-flow alarm when the flow in 250 mm watermain (from standpipe to distribution system) exceeds 5,184 m3/d (60 L/s) - considered worst case (maximum) flow to distribution

5) Worst cased (minimum) standpipe level (depth) of 6 m required in order to maintain minimum 20 psi system pressure (disregarding friction losses).

6) Existing system components considered to provide CT include: 68.3 m of 200 mm watermain from WTP to standpipe (worst case - maximum flow 1,965 m3/d) 90 m of 250 mm watermain from standpipe to County Road 40 (worst case - maximum flow 60 L/s) 7.32 m diameter standpipe (worst case - 6 m depth) - conservatively considered to provide CT when flow out of standpipe > flow into standpipe (portion of water flowing out of standpipe must be from storage when out > in)

CT Scenario 1 - Flow to Standpipe (from WTP) ≥ Flow from Standpipe (to Distribution System) - Existing System (No Chlorine Contact Pipe)

System Component Providing Chlorine Contact Diameter Minimum Length Minimum Depth Volume Flow HRT Baffling Factor T10 Chlorine Residual CT Individual

(m) (m) (m) (m3) (m3/d) (min) (min) (mg/L) (mg/L min)

200 mm Watermain from WTP to Standpipe 0.2 68.3 - 2.15 1,965 1.57 1 1.57 0.84 1.32

250 mm Watermain from Standpipe to Distribution 0.25 90 - 4.42 1,965 3.24 1 3.24 0.84 2.72

4.04

CT Scenario 2 - Flow to Standpipe (from WTP) < Flow from Standpipe (to Distribution System) - Existing System (No Chlorine Contact Pipe)

System Component Providing Chlorine Contact Diameter Minimum Length Minimum Depth Volume Flow HRT Baffling Factor T10 Chlorine Residual CT Provided


200 mm Watermain from WTP to Standpipe 0.2 68.3 - 2.15 1,965 1.57 1 1.57 0.84 1.32


Standpipe (7.315 m diameter x 29.5 m high) 7.32 - 6 252.50 5,184 70.14 0.03 2.10 0.84 1.77

4.12

CT Total (mg/L min)

1) First customer water service (# 16 County Road 40) is now from the watermain on County Road 40 (Ridge Street). Township relocated this service from the on-site 250 mm watermain in 2014. Therefore there are no longer any water services from the on-site 250 mm watermain from standpipe to County Road 40. Revised CT calculations to be based on 90 m of 250 mm watermain from standpipe to distribution (before first customer).

CT Total (mg/L min)

Norwood Drinking Water System - Revised CT Calculations (March 2017)

Municipal Drinking Water Licence #133-101 - plant rated capacity 1,965 m3/dDrinking Water Works Permit #133-201 - identifies chlorine contact as being provided by 68.3 m of 200 mm watermain from WTP to standpipe and 69.8 m of 250 mm watermain from standpipe to first customer

Permit-To-Take-Water 1360-98RPXS - maximum permitted water taking 1,965 m3/dSource Groundwater - three (3) groundwater production wells (Well No. 1, Well No. 2 & Well No. 3)

Required Disinfection Credit 2 log virus - based on source water being considered a groundwater supply (not GUDI)Maximum pH < 9.0 - treated water pH is typically 8.1 - 8.4 following aeration (field pH of April 1, 2014 distribution sample 8.75)

Minimum Water Temperature (oC) 5 - estimated minimum temperatureCT Required (mg/L min) 4 - as per Table 7 of Procedure for Disinfection of Drinking Water in Ontario (based on pH 6 -9 & Temperature 5 oC)

Notes:

2) Existing standpipe confirmed to have separate inlet (200 mm) & outlet (250 mm) pipes (approximately 2 m apart) based on photographs and information provided by OCWA.

3) Worst case (maximum) flow in 200 mm watermain (WTP to standpipe) equivalent to plant rated capacity 1,965 m3/d (22.7 L/s) although OCWA reports that flows have never exceeded 1,642 m3/d (19 L/s).

4) As per OCWA, system includes a high-flow alarm when the flow in 250 mm watermain (from standpipe to distribution system) exceeds 5,184 m3/d (60 L/s) - considered worst case (maximum) flow to distribution

5) Worst case (minimum) standpipe level (depth) of 6 m required in order to maintain minimum 20 psi system pressure (disregarding friction losses).

7) Existing system components considered to provide CT include: 62.0 m of 200 mm watermain from WTP to standpipe (worst case - maximum flow 1,965 m3/d) 21.5 m of 600 mm watermain from WTP to standpipe (worst case - maximum flow 1,965 m3/d) 90 m of 250 mm watermain from standpipe to County Road 40 (worst case - maximum flow 60 L/s) 7.32 m diameter standpipe (worst case - 6 m depth) - conservatively considered to provide CT when flow out of standpipe > flow into standpipe (portion of water flowing out of standpipe must be from storage when out > in)

CT Scenario 1 - Flow to Standpipe (from WTP) ≥ Flow from Standpipe (to Distribution System) - Upgraded System with Chlorine Contact Pipe

System Component Providing Chlorine Contact Diameter Minimum Length Minimum Depth Volume Flow HRT Baffling Factor T10 Chlorine Residual CT Individual


200 mm Watermain from WTP to Standpipe 0.2 62 - 1.95 1,965 1.43 1 1.43 0.50 0.71

New 600mm Chlorine Contact Pipe (Watermain) 0.6 21.5 - 6.08 1,965 4.45 1 4.45 0.50 2.23


4.56

CT Scenario 2 - Flow to Standpipe (from WTP) < Flow from Standpipe (to Distribution System) - Upgraded System with Chlorine Contact Pipe



200 mm Watermain from WTP to Standpipe 0.2 62 - 1.95 1,965 1.43 1 1.43 0.50 0.71

New 600mm Chlorine Contact Pipe (Watermain) 0.6 21.5 - 6.08 1,965 4.45 1 4.45 0.50 2.23


1) First customer water service (# 16 County Road 40) is now from the watermain on County Road 40 (Ridge Street). Township relocated this service from the on-site 250 mm watermain in 2014. Therefore there are no longer any water services from the on-site 250 mm watermain from standpipe to County Road 40. CT calculations to be based on 90 m of 250 mm watermain from standpipe to distribution (before first customer).

CT Total (mg/L min)

6) System upgrades in March 2017 include the provision of 21.5 m of 600 mm chlorine contact pipe (on-site) which in turn reduced the length of 200 mm watermain to the standpipe by approximately 6.3 m. Revised CT calculations based 62 m of 200 mm watermain and 21.5 m of 600 mm watermain from WTP to Standpipe.


4.61

Scenario 1 - Flow to Standpipe (from WTP) ≥ Flow from Standpipe (to Distribution System) - New CT Pipe (20 m of 600 mm)



600 mm Watermain (CT Pipe) 0.6 20 - 5.65 1,965 4.14 1 4.14 0.50 2.07

200 mm Watermain from CT Pipe to Standpipe 0.2 50 - 1.57 1,966 1.15 1 1.15 0.50 0.58


4.27

Scenario 2 - Flow to Standpipe (from WTP) < Flow from Standpipe (to Distribution System) - New CT Pipe (20 m of 600 mm)



600 mm Watermain (CT Pipe) 0.6 20 - 5.65 1,965 4.14 1 4.14 0.50 2.07

200 mm Watermain from CT Pipe to Standpipe 0.2 50 - 1.57 1,966 1.15 1 1.15 0.50 0.58



4.31

CT Total (mg/L min)

CT Total (mg/L min)

CT Total (mg/L min)















150526 Treatment&Distribution AF3, EA4, DWWP3, CAPage 1 of 17

MUNICIPAL DRINKING WATER LICENCE

Licence Number: 133-101Issue Number: 4

Pursuant to the Safe Drinking Water Act, 2002, S.O. 2002, c. 32, and the regulations made thereunder and subject to the limitations thereof, this municipal drinking water licence is issued under Part V of the Safe Drinking Water Act, 2002, S.O. 2002, c. 32 to:

The Corporation of the Township of Asphodel-Norwood

2357 County Road 45, Box 29 Norwood ON K0L 2V0

For the following municipal residential drinking water system:

Norwood Drinking Water SystemThis municipal drinking water licence includes the following:

Schedule Description

Schedule A Drinking Water System InformationSchedule B General ConditionsSchedule C System-Specific ConditionsSchedule D Conditions for Relief from Regulatory RequirementsSchedule E Pathogen Log Removal/Inactivation Credits

DATED at TORONTO this 31st day of January, 2017

Signature

Aziz Ahmed, P.Eng.DirectorPart V, Safe Drinking Water Act, 2002


Schedule A: Drinking Water System InformationSystem Owner The Corporation of the Township of Asphodel-NorwoodLicence Number 133-101Drinking Water System Name Norwood Drinking Water SystemSchedule A Issue Date January 31st, 2017

The following information is applicable to the above drinking water system and forms part of this licence:

Licence

Licence Issue Date 2017-01-31Licence Expiry Date April 20, 2021Application for Licence Renewal Date October 20, 2020

Drinking Water Works Permit

Drinking Water System Name Permit Number Issue DateNorwood Drinking Water System 133-201 April 21, 2016

Permits to Take Water

Water Taking Location Permit Number Issue DateWell # 1, Well # 2, Well # 3 1360-98RPXS June 18, 2013

Financial Plans

The Financial Plan Number for the Financial Plan required to be developed for this drinking water system in accordance with O. Reg. 453/07 shall be:

133-301

Alternately, if one Financial Plan is developed for all drinking water systems owned by the owner, the Financial Plan Number shall be:

133-301A

Accredited Operating Authority

Drinking Water System or Operational Subsystems

Accredited Operating Authority Operational Plan No.

Operating Authority No.

Norwood Drinking Water System Township of Asphodel-Norwood 133-401 133-OA2


Schedule B: General ConditionsSystem Owner The Corporation of the Township of Asphodel-NorwoodLicence Number 133-101Drinking Water System Name Norwood Drinking Water SystemSchedule B Issue Date January 31st, 2017

1.0 Definitions

1.1 Words and phrases not defined in this licence and the associated drinking water works permit shall be given the same meaning as those set out in the SDWA and any regulations made in accordance with that act, unless the context requires otherwise.

1.2 In this licence and the associated drinking water works permit:

“adverse effect”, "contaminant" and “natural environment” shall have the same meanings as in the EPA;

“alteration” may include the following in respect of this drinking water system:

(a) An addition to the system,(b) A modification of the system,(c) A replacement of part of the system, and(d) An extension of the system;

"compound of concern" means a contaminant that, based on generally available information, may be emitted from a component of the drinking water system to the atmosphere in a quantity that is significant either in comparison to the relevant point of impingement limit or if a point of impingement limit is not available for the compound, then based on generally available toxicological information, the compound has the potential to cause an adverse effect as defined by the EPA at a point of impingement;

“Director” means a Director appointed pursuant to section 6 of the SDWA for the purposes of Part V of the SDWA;

“drinking water works permit” means the drinking water works permit for the drinking water system, as identified in Schedule A of this licence and as amended from time to time;

“emission summary table" means the table that was prepared by a Professional Engineer in accordance with O. Reg. 419/05 and the procedure document listing the appropriate point of impingement concentrations of each compound of concern emitted from a component of the drinking water system and providing comparison to the corresponding point of impingement limit;

“EPA” means the Environmental Protection Act, R.S.O. 1990, c. E.19;

“financial plan” means the financial plan required by O. Reg. 453/07;

133-101 Schedule B January 31st, 2017


“licence” means this municipal drinking water licence for the municipal drinking water system identified in Schedule A of this licence;

“operational plan” means an operational plan developed in accordance with the Director’s Directions – Minimum Requirements for Operational Plans made under the authority of subsection 15(1) of the SDWA;

“owner” means the owner of the drinking water system as identified in Schedule A of this licence;

“permit to take water” means the permit to take water that is associated with the taking of water for purposes of the operation of the drinking water system, as identified in Schedule A of this licence and as amended from time to time;

"point of impingement" means any point in the natural environment that is not on the same property as the source of the contaminant and as defined by section 2 of O. Reg. 419/05;

"point of impingement limit" means the appropriate standard from Schedule 1, 2 or 3 of O. Reg. 419/05 and if a standard is not provided for a compound of concern, the appropriate criteria listed in the Ministry of the Environment and Climate Change publication titled "Summary of Standards and Guidelines to support Ontario Regulation 419: Air Pollution – Local Air Quality (including Schedule 6 of O. Reg. 419 on Upper Risk Thresholds)", dated February 2008, as amended;

"procedure document" means the Ministry of the Environment and Climate Change procedure titled "Procedure for Preparing an Emission Summary and Dispersion Modelling Report" dated July 2005, as amended;

“Professional Engineer” means a Professional Engineer who has been licenced to practice in the Province of Ontario;

"provincial officer" means a provincial officer appointed pursuant to section 8 of the SDWA;

“publication NPC-300” means the Ministry of the Environment and Climate Change publication titled “Environmental Noise Guideline: Stationary and Transportation Sources – Approval and Planning” dated August 2013, as amended;

“SDWA” means the Safe Drinking Water Act, 2002, S.O. 2002, c. 32;



“sensitive populations" means any one or a combination of the following locations where the health effects of nitrogen oxides emissions from emergency generators shall be considered using the point of impingement limit instead of the Ministry of the Environment and Climate Change screening level for emergency generators:

(a) health care units (e.g., hospitals and nursing homes),(b) primary/junior public schools,(c) day-care facilities, and(d) playgrounds;

“subsystem” has the same meaning as in Ontario Regulation 128/04 (Certification of Drinking Water System Operators and Water Quality Analysts);

“surface water” means water bodies (lakes, wetlands, ponds - including dug-outs), water courses (rivers, streams, water-filled drainage ditches), infiltration trenches, and areas of seasonal wetlands;

2.0 Applicability

2.1 In addition to any other requirements, the drinking water system identified above shall be established, altered and operated in accordance with the conditions of the drinking water works permit and this licence.

3.0 Licence Expiry

3.1 This licence expires on the date identified as the licence expiry date in Schedule A of this licence.

4.0 Licence Renewal

4.1 Any application to renew this licence shall be made on or before the date identified as the application for licence renewal date set out in Schedule A of this licence.

5.0 Compliance

5.1 The owner and operating authority shall ensure that any person authorized to carry out work on or to operate any aspect of the drinking water system has been informed of the SDWA, all applicable regulations made in accordance with that act, the drinking water works permit and this licence and shall take all reasonable measures to ensure any such person complies with the same.

6.0 Licence and Drinking Water Works Permit Availability

6.1 At least one copy of this licence and the drinking water works permit shall be stored in such a manner that they are readily viewable by all persons involved in the operation of the drinking water system.



7.0 Permit to Take Water and Drinking Water Works Permit

7.1 A permit to take water identified in Schedule A of this licence is the applicable permit on the date identified as the Schedule A Issue Date.

7.2 A drinking water works permit identified in Schedule A of this licence is the applicable permit on the date identified as the Schedule A Issue Date.

8.0 Financial Plan

8.1 For every financial plan prepared in accordance with subsections 2(1) and 3(1) of O. Reg. 453/07, the owner of the drinking water system shall:

8.1.1 Ensure that the financial plan contains on the front page of the financial plan, the appropriate financial plan number as set out in Schedule A of this licence; and

8.1.2 Submit a copy of the financial plan to the Ministry of Municipal Affairs and Housing within three (3) months of receiving approval by a resolution of municipal council or the governing body of the owner.

9.0 Interpretation

9.1 Where there is a conflict between the provisions of this licence and any other document, the following hierarchy shall be used to determine the provision that takes precedence:

9.1.1 The SDWA;

9.1.2 A condition imposed in this licence that explicitly overrides a prescribed regulatory requirement;

9.1.3 A condition imposed in the drinking water works permit that explicitly overrides a prescribed regulatory requirement;

9.1.4 Any regulation made under the SDWA;

9.1.5 Any provision of this licence that does not explicitly override a prescribed regulatory requirement;

9.1.6 Any provision of the drinking water works permit that does not explicitly override a prescribed regulatory requirement;

9.1.7 Any application documents listed in this licence, or the drinking water works permit from the most recent to the earliest; and

9.1.8 All other documents listed in this licence, or the drinking water works permit from the most recent to the earliest.

9.2 If any requirement of this licence or the drinking water works permit is found to be invalid by a court of competent jurisdiction, the remaining requirements of this licence and the drinking water works permit shall continue to apply.



9.3 The issuance of and compliance with the conditions of this licence and the drinking water works permit does not:

9.3.1 Relieve any person of any obligation to comply with any provision of any applicable statute, regulation or other legal requirement, including the Environmental Assessment Act, R.S.O. 1990, c. E.18; and

9.3.2 Limit in any way the authority of the appointed Directors and provincial officers of the Ministry of the Environment and Climate Change to require certain steps be taken or to require the owner to furnish any further information related to compliance with the conditions of this licence or the drinking water works permit.

9.4 For greater certainty, nothing in this licence or the drinking water works permit shall be read to provide relief from regulatory requirements in accordance with section 46 of the SDWA, except as expressly provided in the licence or the drinking water works permit.

10.0 Adverse Effects

10.1 Nothing in this licence or the drinking water works permit shall be read as to permit:

10.1.1 The discharge of a contaminant into the natural environment that causes or is likely to cause an adverse effect; or

10.1.2 The discharge of any material of any kind into or in any waters or on any shore or bank thereof or into or in any place that may impair the quality of the water of any waters.

10.2 All reasonable steps shall be taken to minimize and ameliorate any adverse effect on the natural environment or impairment of the quality of water of any waters resulting from the operation of the drinking water system including such accelerated or additional monitoring as may be necessary to determine the nature and extent of the effect or impairment.

10.3 Fulfillment of one or more conditions imposed by this licence or the drinking water works permit does not eliminate the requirement to fulfill any other condition of this licence or the drinking water works permit.

11.0 Change of Owner or Operating Authority

11.1 This licence is not transferable without the prior written consent of the Director.

11.2 The owner shall notify the Director in writing at least 30 days prior to a change of any operating authority identified in Schedule A of this licence.

11.2.1 Where the change of operating authority is the result of an emergency situation, the owner shall notify the Director in writing of the change as soon as practicable.



12.0 Information to be Provided

12.1 Any information requested by a Director or a provincial officer concerning the drinking water system and its operation, including but not limited to any records required to be kept by this licence or the drinking water works permit, shall be provided upon request.

13.0 Records Retention

13.1 Except as otherwise required in this licence or the drinking water works permit, any records required by or created in accordance with this licence or the drinking water works permit, other than the records specifically referenced in section 12 of O. Reg. 170/03, shall be retained for at least 5 years and made available for inspection by a provincial officer, upon request.

14.0 Chemicals and Materials

14.1 All chemicals and materials used in the alteration or operation of the drinking water system that come into contact with water within the system shall meet all applicable standards set by both the American Water Works Association ("AWWA") and the American National Standards Institute ("ANSI") safety criteria standards NSF/60, NSF/61 and NSF/372.

14.1.1 In the event that the standards are updated, the owner may request authorization from the Director to use any on hand chemicals and materials that previously met the applicable standards.

14.1.2 The requirement for the owner to comply with NSF/372 shall come into force no later than May 30th, 2018.

14.2 The most current chemical and material product registration documentation from a testing institution accredited by either the Standards Council of Canada or by the American National Standards Institution ("ANSI") shall be available at all times for each chemical and material used in the operation of the drinking water system that comes into contact with water within the system.

14.3 Conditions 14.1 and 14.2 do not apply in the case of the following:

14.3.1 Water pipe and pipe fittings meeting AWWA specifications made from ductile iron, cast iron, PVC, fibre and/or steel wire reinforced cement pipe or high density polyethylene (HDPE);

14.3.2 Articles made from stainless steel, glass, HDPE or Teflon®;

14.3.3 Cement mortar for watermain lining and for water contacting surfaces of concrete structures made from washed aggregates and Portland cement;

14.3.4 Gaskets that are made from NSF approved materials;

14.3.5 Food grade oils and lubricants, food grade anti-freeze, and other food grade chemicals and materials that are compatible for drinking water use; or



14.3.6 Any particular chemical or material where the owner has written documentation signed by the Director that indicates that the Ministry of the Environment and Climate Change is satisfied that the chemical or material is acceptable for use within the drinking water system and the chemical or material is only used as permitted by the documentation.

15.0 Drawings

15.1 All drawings and diagrams in the possession of the owner that show any treatment subsystem as constructed shall be retained by the owner unless the drawings and diagrams are replaced by a revised or updated version showing the subsystem as constructed subsequent to the alteration.

15.2 Any alteration to any treatment subsystem shall be incorporated into process flow diagrams, process and instrumentation diagrams, and record drawings and diagrams within one year of the substantial completion of the alteration.

15.3 Process flow diagrams and process and instrumentation diagrams for any treatment subsystem shall be kept in a place, or made available in such a manner, that they may be readily viewed by all persons responsible for all or part of the operation of the drinking water system.

16.0 Operations and Maintenance Manual

16.1 An up-to-date operations and maintenance manual or manuals shall be maintained and applicable parts of the manual or manuals shall be made available for reference by all persons responsible for all or part of the operation or maintenance of the drinking water system.

16.2 The operations and maintenance manual or manuals, shall include at a minimum:

16.2.1 The requirements of this licence and associated procedures;

16.2.2 The requirements of the drinking water works permit for the drinking water system;

16.2.3 A description of the processes used to achieve primary and secondary disinfection within the drinking water system, including where applicable:

a) A copy of the CT calculations that were used as the basis for primary disinfection under worst case operating conditions; and

b) The validated operating conditions for UV disinfection equipment, including a copy of the validation certificate;

16.2.4 Procedures for monitoring and recording the in-process parameters necessary for the control of any treatment subsystem and for assessing the performance of the drinking water system;



16.2.5 Procedures for the operation and maintenance of monitoring equipment;

16.2.6 Contingency plans and procedures for the provision of adequate equipment and material to deal with emergencies, upset conditions and equipment breakdown;

16.2.7 Procedures for dealing with complaints related to the drinking water system, including the recording of the nature of the complaint and any investigation and corrective action taken in respect of the complaint;

16.2.8 An inspection schedule for all wells associated with the drinking water system, including all production wells, standby wells, test wells and monitoring wells;

16.2.9 Well inspection and maintenance procedures for the entire well structure of each well including all above and below grade well components; and

16.2.10 Remedial action plans for situations where an inspection indicates non-compliance with respect to regulatory requirements and/or risk to raw well water quality.

16.3 Procedures necessary for the operation and maintenance of any alterations to the drinking water system shall be incorporated into the operations and maintenance manual or manuals prior to those alterations coming into operation.

16.4 The requirement for the owner to comply with condition 16.2.3 shall come into force on November 30th, 2016.


Schedule C: System-Specific ConditionsSystem Owner The Corporation of the Township of Asphodel-NorwoodLicence Number 133-101Drinking Water System Name Norwood Drinking Water SystemSchedule C Issue Date January 31st, 2017

1.0 System Performance

Rated Capacity

1.1 For each treatment subsystem listed in column 1 of Table 1, the maximum daily volume of treated water that flows from the treatment subsystem to the distribution system shall not exceed the value identified as the rated capacity in column 2 of the same row.

Table 1: Rated Capacity

Column 1Treatment Subsystem Name

Column 2Rated Capacity (m3/day)

Norwood Well Supply System 1,965

Maximum Flow Rates

1.2 For each treatment subsystem listed in column 1 of Table 2, the maximum flow rate of water that flows into a treatment subsystem component listed in column 2 shall not exceed the value listed in column 3 of the same row.

Table 2: Maximum Flow Rates

Column 1Treatment Subsystem Name

Column 2Treatment Subsystem Component

Column 3Maximum Flow Rate (L/s)

Not Applicable Not Applicable Not Applicable

1.3 Despite conditions 1.1 and 1.2, a treatment subsystem may be operated temporarily at a maximum daily volume and/or a maximum flow rate above the values set out in column 2 of Table 1 and column 3 of Table 2 respectively for the purposes of fighting a large fire or for the maintenance of the drinking water system.

1.4 Condition 1.3 does not authorize the discharge into the distribution system of any water that does not meet all of the requirements of this licence and all other regulatory requirements, including compliance with the Ontario Drinking Water Quality Standards.

133-101 Schedule C January 31st, 2017


Residue Management

1.5 In respect of an effluent discharged into the natural environment from a treatment subsystem or treatment subsystem component listed in column 1 of Table 3:

1.5.1 The annual average concentration of a test parameter identified in column 2 shall not exceed the value in column 3 of the same row; and

1.5.2 The maximum concentration of a test parameter identified in column 2 shall not exceed the value in column 4 of the same row.

Table 3: Residue Management

Column 1Treatment Subsystem or

Treatment Subsystem Component Name

Column 2Test Parameter

Column 3Annual Average

Concentration (mg/L)

Column 4Maximum

Concentration (mg/L)

Not Applicable Not Applicable Not Applicable Not Applicable

UV Disinfection Equipment Performance

1.6 For each treatment subsystem or treatment subsystem component listed in column 1 of Table 4, and while directing water to the distribution system:

1.6.1 The UV disinfection equipment shall be operated such that a continuous pass-through UV dose is maintained throughout the life time of the UV lamp(s) that is at least the minimum continuous pass-through UV dose set out in column 2 of the same row at the maximum design flow rate for the equipment;

1.6.2 In addition to any other sampling, analysis and recording that may be required, the ultraviolet light disinfection equipment shall test for the test parameters set out in column 4 of the same row at a testing frequency of once every five (5) minutes or less and record the test data at a recording frequency of once every four (4) hours or less;

1.6.3 If there is a UV disinfection equipment alarm, the test parameters set out in column 4 of the same row shall be recorded at a recording frequency of once every five minutes or less until the alarm condition has been corrected;

1.6.4 A monthly summary report shall be prepared at the end of each calendar month which sets out the time, date and duration of each UV equipment alarm, the volume of water treated during each alarm period and the actions taken by the operating authority to correct the alarm situation;



Table 4: UV Disinfection Equipment



Column 2Minimum Continuous

Pass-Through UV Dose (mJ/cm2)

Column 3Control Strategy



2.0 Flow Measurement and Recording Requirements

2.1 For each treatment subsystem identified in column 1 of Table 1 and in addition to any other flow measurement and recording that may be required, continuous flow measurement and recording shall be undertaken for:

2.1.1 The flow rate and daily volume of treated water that flows from the treatment subsystem to the distribution system.

2.1.2 The flow rate and daily volume of water that flows into the treatment subsystem.

2.2 For each treatment subsystem component identified in column 2 of Table 2 and in addition to any other flow measurement and recording that may be required, continuous flow measurement and recording shall be undertaken for the flow rate and daily volume of water that flows into the treatment subsystem component.

2.3 Where a rated capacity from Table 1 or a maximum flow rate from Table 2 is exceeded, the following shall be recorded:

2.3.1 The difference between the measured amount and the applicable rated capacity or maximum flow rate specified in Table 1 or Table 2;

2.3.2 The time and date of the measurement;

2.3.3 The reason for the exceedance; and

2.3.4 The duration of time that lapses between the applicable rated capacity or maximum flow rate first being exceeded and the next measurement where the applicable rated capacity or maximum flow rate is no longer exceeded.

3.0 Calibration of Flow Measuring Devices

3.1 All flow measuring devices that are required by regulation, by a condition in the Drinking Water Works Permit, or by a condition otherwise imposed by the Ministry of the Environment and Climate Change, shall be checked and calibrated in accordance with the manufacturer’s instructions.



3.2 If the manufacturer’s instructions do not indicate how often to check and calibrate a flow measuring device, the equipment shall be checked and calibrated at least once every 12 months during which the drinking water system is in operation.

3.2.1 For greater certainty, if condition 3.2 applies, the equipment shall be checked and calibrated not more than 30 days after the first anniversary of the day the equipment was checked and calibrated in the previous 12-month period.

4.0 Additional Sampling, Testing and Monitoring

Drinking Water Health and Non-Health Related Parameters

4.1 For each treatment subsystem or treatment subsystem component identified in column 1 of Tables 5 and 6 and in addition to any other sampling, testing and monitoring that may be required, sampling, testing and monitoring shall be undertaken for a test parameter listed in column 2 at the sampling frequency listed in column 3 and at the monitoring location listed in column 4 of the same row.

Table 5: Drinking Water Health Related Parameters




Column 3Sampling Frequency

Column 4Monitoring Location


Table 6: Drinking Water Non-Health Related Parameters







Environmental Discharge Parameters

4.2 For each treatment subsystem or treatment subsystem component identified in column 1 of Table 7 and in addition to any other sampling, testing and monitoring that may be required, sampling, testing and monitoring shall be undertaken for a test parameter listed in column 2 using the sample type identified in column 3 at the sampling frequency listed in column 4 and at the monitoring location listed in column 5 of the same row.

4.3 For the purposes of Table 7:

4.3.1 Manual Composite means the mean of at least three grab samples taken during a discharge event, with one sample being taken immediately following the



commencement of the discharge event, one sample being taken approximately at the mid-point of the discharge event and one sample being taken immediately before the end of the discharge event; and

4.3.2 Automated Composite means samples must be taken during a discharge event by an automated sampler at a minimum sampling frequency of once per hour.

4.4 Any sampling, testing and monitoring for the test parameter Total Suspended Solids shall be performed in accordance with the requirements set out in the publication “Standard Methods for the Examination of Water and Wastewater”, 21st Edition, 2005, or as amended from time to time by more recently published editions.

Table 7: Environmental Discharge Parameters




Column 3Sample Type

Column 4Sampling

Frequency


Not Applicable Not Applicable Not Applicable Not Applicable Not Applicable

4.5 Pursuant to Condition 10 of Schedule B of this licence, the owner may undertake the following environmental discharges associated with the maintenance and/or repair of the drinking water system:

4.5.1 The discharge of potable water from a watermain to a road or storm sewer;

4.5.2 The discharge of potable water from a water storage facility or pumping station:

4.5.2.1 To a road or storm sewer; or

4.5.2.2 To a watercourse where the discharge has been dechlorinated and if necessary, sediment and erosion control measures have been implemented.

4.5.3 The discharge of dechlorinated non-potable water from a watermain, water storage facility or pumping station to a road or storm sewer;

4.5.4 The discharge of raw water from a groundwater well to the environment where if necessary, sediment and erosion control measures have been implemented; and

4.5.5 The discharge of raw water, potable water or non-potable water from a treatment subsystem to the environment where if necessary, the discharge has been dechlorinated and sediment and erosion control measures have been implemented.

5.0 Studies RequiredNot Applicable

6.0 Source ProtectionNot Applicable


Schedule D: Conditions for Relief from Regulatory Requirements

System Owner The Corporation of the Township of Asphodel-NorwoodLicence Number 133-101Drinking Water System Name Norwood Drinking Water SystemSchedule D Issue Date January 31st, 2017

1.0 Lead Regulatory Relief

1.1 Any relief from regulatory requirements previously authorized by the Director in respect of the drinking water system under section 38 of the SDWA in relation to the sampling, testing or monitoring requirements contained in Schedule 15.1 of O. Reg. 170/03 shall remain in force until such time as Schedule 15.1 of O. Reg. 170/03 is amended after June 1, 2009.

2.0 Other Regulatory Relief

2.1 Not Applicable.


Schedule E: Pathogen Log Removal/Inactivation CreditsSystem Owner The Corporation of the Township of Asphodel-NorwoodLicence Number 133-101Drinking Water System Name Norwood Drinking Water SystemSchedule E Issue Date January 31st, 2017

1.0 Primary Disinfection Pathogen Log Removal/Inactivation Credits

Norwood Pumphouse No.2 Well No.1, No.2, No.3 [GROUNDWATER]

Minimum Log Removal/ Inactivation Required

Cryptosporidium Oocysts Giardia Cysts Viruses

Norwood Pumphouse No.2 0 0 2

Log Removal/Inactivation Credits Assigned a

Cryptosporidium Oocysts Giardia Cysts Viruses

Chlorination [CT:Chlorine Contact

Pipes (200 mm and 250 mm watermain, pre

and post storage tower, respectively]

- - 2+

a Log removal/inactivation credit assignment is based on each treatment process being fully operational and the applicable log removal/inactivation credit assignment criteria being met.

Treatment Component Log Removal/Inactivation Credit Assignment Criteria

Chlorination 1. Sampling and testing for free chlorine residual shall be carried out by continuous monitoring equipment in the treatment process at or near a location where the intended contact time has just been completed in accordance with the Ministry’s Procedure for Disinfection of Drinking Water in Ontario; and

2. At all times, CT provided shall be greater than or equal to the CT required to achieve the log removal credits assigned.

Primary Disinfection Notes

1

Schedule C: Authorization to Alter the Drinking Water System

System Owner The Corporation of the Township of Asphodel-NorwoodPermit Number 133-201Drinking Water System Name Norwood Drinking Water SystemSchedule C Issue Number 2

Pursuant to the Safe Drinking Water Act, 2002, S.O. 2002, c. 32 and the regulations made thereunder and subject to the limitations thereof, this schedule is being issued under Part V of the Safe Drinking Water Act, 2002, S.O., c. 32 to the owner of the drinking water system to amend the drinking water works permit to authorize alterations to the drinking water system as follows:

Proposed Alterations

The proposed work includes upgrades to the corrosion control system at the Norwood Water Treatment Plant.

Corrosion Control System Upgrades

Description Removal of the existing aeration system and installation of a phosphate based corrosion control inhibitor feed system

Decommissioning Existing aeration system to be decommissioned

Pumps Two (2) chemical metering pumps (duty/standby) with pump panel and accessoriesUp to six (6) 205 L drums for the storage of the phosphate based corrosion control inhibitor in the existing chemical storage area60 L chemical day tank

Storage

One (1) portable drum transfer pump for chemical transfer to the day tank

Instrument One (1) portable spectrophotometer for phosphorus (orthophosphate) residual monitoring

Notes

Chlorination System Upgrades

Description The addition of chlorine contact piping for the expansion of plant primary disinfection CT capability.

CT Pipe 21.5 m of 600mm diameter PVC piping installed in a serpentine configuration, immediately east of the main pumphouse

Notes

133-201 Schedule C April 21th, 2017

2

Licence Amendments

In consideration of the proposed alterations, the licence will be amended as follows:

Schedule C, Section 4 – Additional Sampling, Testing and Monitoring

Table 6: Drinking Water Non-Health Related Parameters






Norwood Drinking Water System

Phosphorus (Orthophosphate)

Monthly 1. Point of discharge from water treatment plant

2. Distribution System

Applications, Plans and Supporting Documentation

Table 1

Application dated February 14, 2017

Technical Memorandum – Norwood Drinking Water System – Corrosion Control System Upgrades, prepared by D.M. Wills Associates Limited

Notes

The conditions of the drinking water works permit and the licence apply, as applicable, to the alterations of the drinking water system authorized by the issuance of this schedule to the drinking water works permit.

Except as otherwise provided by the drinking water works permit and the licence, the proposed alterations described in this schedule shall be designed, developed, built, operated and maintained in accordance with this schedule and the documentation listed in Table 1.

DATED at TORONTO this 21th day of April, 2017

Signature

Aziz Ahmed, P.Eng.DirectorPart V, Safe Drinking Water Act, 2002

133-201 Schedule C April 21th, 2017

3

D.M. Wills Associates Limited150 Jameson DrivePeterborough, OntarioCanada K9J 0B9

P. 705.742.2297F. 705.741.3568E. [email protected]

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NORWOOD WATER TREATMENT PLANT BUILDING EXPANSION

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WILLS PROJECT No. 15-7128

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TOWNSHIP OF ASPHODEL-NORWOOD

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NORWOOD WATER TREATMENT PLAN BUILDING EXPANSION

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WILLS PROJECT No. 15-7128

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DRAWING INDEX

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AS-BUILT DRAWING SET - AUGUST 02, 2017

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AS-BUILT DRAWING SET - AUGUST 02, 2017

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TOWNSHIP OF ASPHODEL-NORWOOD

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N

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SITE AND GRADING PLAN G1 G1 BUILDING EXPANSION GENERAL LAYOUT G2 G2 BUILDING EXPANSION SECTIONS AND DETAILS G3 G3 BUILDING EXPANSION GENERAL AND PROCESS NOTES G4 G4 BUILDING EXPANSION ARCHITECTURAL DETAILS A1 A1 STRUCTURAL GENERAL NOTES S1 S1 STRUCTURAL TYPICAL DETAILS S2 S2 STRUCTURAL PLANS S3 S3 STRUCTURAL SECTIONS - 1 OF 2 S4 S4 STRUCTURAL SECTIONS - 2 OF 2 S5 S5 POWER AND LIGHTING LAYOUT PLAN E1 E1 ELECTRICAL SPECIFICATIONS E2 E2 MECHANICAL SPECIFICATIONS M1 M1 MECHANICAL MAIN FLOOR PLANS M2M2

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No.

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SHEET

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MURRAY ST.

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RIDGE ST.

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HIGHWAY 7

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PINE ST.

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OAK ST.

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COUNTY ROAD 45

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VICTORIA ST.

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ALMA ST.

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ELM ST.

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FLORA ST.

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QUEEN ST.

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ROBERT ROAD

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HIGHWAY 40

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* NOT INCLUDED IN AS-BUILT DRAWING SET

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*

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*

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*



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CB T/G 204.44

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HP

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HP

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WS

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MH

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MH T/G 204.05

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EX. SANITARY

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EX. 100mm SAN

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R I D G E S T R E E T

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H I G H W A Y 4 0

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WELL No.2 BUILDING FFE=210.70

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WELL No. 2

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B.M. No.1 ELEV. 205.62m

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EXISTING GENERATOR

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WV

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WV

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WV

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EX. 38mm%%C WATER SERVICE

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19mm PRE & POSTTOWER SAMPLING LINES

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100mm%%C SAN

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EXISTING FOODLAND BUILDING

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LS

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3:1

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211.75

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210.60

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210.60

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210.55

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210.44

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1.0%%%

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1.9%%%

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BUILDING SANITARY DRAIN.

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EX. 100mm RAW WATERLINEFROM WELL No. 3

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TREATED WATER DISCHARGE WATERMAIN (CHLORINE CONTACT PIPE) INCLUDING ISOLATION GATE VALVE.

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100mm PVC (DR-18) RAW WATER LINE FROM WELL No. 1.

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CENOTAPH MEMORIAL

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200mm X 2400mm LONG STEEL BOLLARD (TYPICAL).

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WELL No. 1 EQUIPPED WITH HEAVY-DUTY PITLESS ADAPTER.

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DOUBLE FLEXIBLE COUPLINGS.

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50mm (UNDERGROUND) SAMPLE LINES (2).

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200mm WATERMAIN FROM PUMPHOUSE TO STANDPIPE.

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250mm WATERMAIN FROM STANDPIPE TO DISTRIBUTION SYSTEM.

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209.74

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210.65

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1.0%%%

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2.9%%%

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210.50

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1.5%%%

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210.60

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1.5%%%

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210.45

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3:1

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WAR MEMORIAL

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210.56

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1.0%%%

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210.25

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209.60

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150mm PVC STM.

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100mm PVC (DR-18) RAW WATER LINE CAPPED FOR FUTURE USE.

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EX. O/H WIRES

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38mm WATER SERVICE/SAMPLE LINE (TYP).

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150mm X 100mm REDUCER

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METRIC

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MILLIMETRES unless otherwise shown

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Date

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K E Y P L A N

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N

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TO BE READ IN CONJUNCTION

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LEGEND

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WITH OPSD 100 SERIES

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TRUE NORTH

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BM No.1 ELEV. 205.62

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FIRE HYDRANT LOCATED AT

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THE INTERSECTION OF RIDGE

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TOP OF LARGE ARM OF

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G1

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TREATMENT PLANT

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NORWOOD WATER

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M.W.

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P.P.

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SITE AND GRADING PLAN

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NORWOOD ONTARIO

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AUGUST 29, 2016

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7128TP

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K.M.

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15-7128

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N/A

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1:150

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P.P.

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ROAD AND HIGHWAY 40.

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1

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AS BUILT

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08/02/17

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RIDGE ROAD

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HWY 40

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HIGHWAY 7

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SITE

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N

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EXISTING EDGE OF PAVEMENT

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HP

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EXISTING ANCHOR

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EXISTING HYDRO POLE

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EXISTING CATCH BASIN

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EXISTING EDGE OF GRAVEL

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EXISTING CURB

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EXISTING STORM SEWER

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EXISTING FENCELINE

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EXISTING BUILDING

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PROPERTY LINE

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281.32

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PROPOSED GRADE

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EXISTING SANITARY SEWER

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EXISTING WATERMAIN

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EXISTING SANITARY MANHOLE

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WV

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EXISTING WATER VALVE

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FH

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EXISTING FIRE HYDRANT

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281.32

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EXISTING ELEVATION



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FROM WELL NO.3

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WELL No.2

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BLOW-OFF

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EXISTING WELL No. 2 & CONTROL ROOM

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OCWA POST

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DESK

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HYDRO METER

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EXISTING

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DESK

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WASHROOM

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PVC

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SS

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ELECTRICAL PANELS

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DIST. MONITORING PANEL

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PAD MOUNT NATURAL GAS GENERATOR.

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SODIUM HYPOCHLORITE FEED PANEL (CP-01) AND DAY TANK INSTALLED OVER CHEMICAL STORAGE AREA.

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EMERGENCY EYEWASH/SHOWER UNIT.

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CP-01

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SODIUM HYPOCHLORITE (LIQUID CHLORINE) STORAGE AREA (PAILS).

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CHEMICAL STORAGE AREA (TYPICAL) WITH FRP GRATING INSTALLED FLUSH WITH ADJACENT FINISHED FLOOR. PROVIDES ±400L OF SPILL CONTAINMENT (EACH AREA).

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SAMPLING LINES.

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SAMPLING LINES.

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200mm TREATED WATER DISCHARGE WATERMAIN (FROM CONTACT PIPE TO STANDPIPE).

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WELL No.1 MAGNETIC FLOWMETER

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TREATED WATER MAGNETIC FLOWMETER.

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50mm SAMPLE LINE (TYPICAL)

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19mm SAMPLE LINE (TYPICAL)

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100mm RAW WATER SUPPLY WATERMAIN FROM WELL No. 1.

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100mm S.S. (SCHEDULE 40) CONTINUOUS WALL/FLOOR PIPE SPOOL (FOR FUTURE USE).

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200mm TREATED WATER DISCHARGE WATERMAIN (FROM PUMPHOUSE TO CONTACT PIPE).

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PVC

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SS

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PVC

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SS

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100 mm PVC (DR-18) RAW WATER LINE (FOR FUTURE USE) TERMINATED WITH MJ RESTRAINED CAP (UNDERGROUND).

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38mm WATER SERVICE/SAMPLE LINE(TYPICAL).

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±20m LENGTH OF SERPENTINE 600mm 20m LENGTH OF SERPENTINE 600mm PVC (DR18) WATERMAIN (CHLORINECONTACT PIPE).

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NATURAL GAS GENERATOR

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TREATED WATER (PLANT DISCHARGE) PIPING.

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WELL No.1 RAW WATER PIPING.

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COMBINED RAW WATER PIPING.

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WELL No.3 MAGNETIC FLOWMETER.

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SODIUM HYPOCHLORITE INJECTION LOCATION.

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WELL No.2 MAGNETIC FLOWMETER.

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FROM WELL No.1

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CHEMICAL STORAGE ROOM F.F.E = 210.70

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38mm WATERSERVICE/SAMPLE LINE.

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SODIUM HYPOCHLORITE CONTAINMENT AREA

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AERATION ROOM

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CHLORINE LINES

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CONCRETE THRUST BLOCKS (TYP).

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LEGEND

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TRUE NORTH

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BM No.1 ELEV. 205.62

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FIRE HYDRANT LOCATED AT

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THE INTERSECTION OF RIDGE

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TOP OF LARGE ARM OF

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G2

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TREATMENT PLANT

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NORWOOD WATER

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P.B.

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P.B.

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NORWOOD ONTARIO

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FEBRUARY 10, 2017

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7128 Building

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P.P.

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15-7128

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N/A

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1:40

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P.P.

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ROAD AND HIGHWAY 40.

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1

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08/02/17

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RIDGE ROAD

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HWY 40

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HIGHWAY 7

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SITE

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N

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N

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CORROSION CONTROL SYSTEM UPGRADE - GENERAL LAYOUT

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DRAWING NOT TO SCALE WHEN PRINTED ON 11 x 17 PAPER



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EXISTING INTERIOR WALL (CONTROL ROOM)

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INTERIOR WALL (PROPOSED BUILDING EXPANSION)

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25mm S.S. PIPE NIPPLE FOR CHEMICAL INJECTION WITH S.S. PIPE PLUGS (TYPICAL)

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PVC

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SS

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100mm STAINLESS STEEL 45° ELBOW

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100mm FLANGED PINCH VALVE C/W HANDWHEEL AND POSITION INDICATOR (RED VALVE SERIES 75 - NSF APPROVED)

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25mm COMBINATION AIR VALVE C/W S.S. ISOLATION BALL VALVE (VALMATIC 201C - FUSION BONDED EPOXY INSIDE & OUT)

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FINISHED GRADE

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EXISTING 200mm DUCTILE IRON PIPE (TO BE ABANDONED)

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PIPE ELEVATION TO MATCH EXISTING AT CONNECTION POINT

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1.20m

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200mm x 200mm x 100mm CUSTOM S.S. TEE WITH S.S. BLIND FLANGE C/W 25mm THREADED COUPLING

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EXISTING 100mm GATE VALVE

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100mm VICTAULIC STYLE 89 RIGID COUPLING (TYPICAL)

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REMOVE EXISTING CUSTOM S.S. TEE (NOT SHOWN) AND CAP EXISTING PIPE WITH S.S. BLIND FLANGE

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PROVIDE 250mm x 250mm OPENINGS THROUGH EXISTING BUILDING WALL TO ACCOMMODATE PROPOSED PIPING (TYPICAL). FINISH (BOX OUT) OPENINGS WITH INTERIOR FLASHING WITH MINIMUM 50mm WIDE FACING ON WALLS.

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100mm SCHEDULE 10S S.S. DISCHARGE PIPING FROMEXISTING GATE VALVE TO S.S. WALL/FLOOR SPOOL

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EXISTING TREATED WATER (PLANT DISCHARGE) FLOWMETER

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SAMPLE/DRAIN TAP (TYPICAL) 25mm S.S. BALL VALVE

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200mm S.S. (SCHEDULE 40) CONTINUOUS WALL/FLOOR PIPE SPOOL FOR DISCHARGE WATERMAINC/W THRUST FLANGES CAST INTO FLOOR SLAB AND FOUNDATION WALL.

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C/L PIPE ±208.5m

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DROP FOOTING TO ACCOMMODATE WALL SPOOLS. PROVIDE MINIMUM 150mm CLEARANCE BETWEEN BOTTOM OF PIPE AND TOP OF FOOTING.

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THRUST FLANGE (TYPICAL)

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PG

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115mm DUAL SCALE PRESSURE GAUGE WITH S.S. TUBE & SOCKET (TRERICE 450 LFSS) C/W S.S. ISOLATION VALVE AND SNUBBER (TYPICAL).

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F.F.E.=210.70

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100mm S.S. (SCHEDULE 40) CONTINUOUS WALL/FLOOR PIPE SPOOL (FOR FUTURE USE)C/W THRUST FLANGES CAST INTO FLOOR SLAB AND FOUNDATION WALL. CAP WITH S.S. BLIND FLANGE INSIDE BUILDING AND MJ RESTRAINED CAP UNDERGROUND. ROUTE ABOVE EXISTING PIPING (UNDER FLOOR SLAB) AND EXTEND THROUGH FOUNDATION WITH C/L AT ±208.5 m.

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PVC

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SS

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FINISHED GRADE

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1.20m

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F.F.E.=210.70

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12mm WELL SERVICE AIR VALVE C/W S.S. ISOLATION BALL VALVE & DUAL PORT THROTTLING DEVICE (VALMATIC 100ST - FUSION BONDED EPOXY COATED INSIDE & OUT)

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150mm x 150mm x 100mm CUSTOM S.S. TEE WITH S.S. BLIND FLANGE C/W 25mm THREADED COUPLING

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PIPE ELEVATION TO MATCH EXISTING AT CONNECTION POINT

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75mm FLANGED GATE VALVE RELOCATED FROM WELL No. 1 PUMPHOUSE

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100mm x 75mm S.S. REDUCER (TYPICAL)

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EXISTING INTERIOR WALL (CONTROL ROOM)

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75mm S.S. FLUSHING TEE WITH S.S. BLIND FLANGE

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EXISTING 75mm FLOWMETER RELOCATED FROM WELL No. 1 PUMPHOUSE

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75mm VICTAULIC STYLE 89 RIGID COUPLING (TYPICAL)

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75mm SWING-FLEX CHECK VALVE RELOCATED FROM WELL No. 1 PUMPHOUSE

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EXISTING 100mm GATE VALVE

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INTERIOR WALL (PROPOSED BUILDING EXPANSION)

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SAMPLE/DRAIN TAP (TYPICAL) 25mm S.S. BALL VALVE

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C/L PIPE ±208.5m

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DROP FOOTING TO ACCOMMODATE WALL SPOOLS. PROVIDE MINIMUM 150mm CLEARANCE BETWEEN BOTTOM OF PIPE AND TOP OF FOOTING.

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THRUST FLANGE (TYPICAL)

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EXISTING 150mm DUCTILE IRON PIPE (TO BE ABANDONED)

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150mm S.S. (SCHEDULE 40) CONTINUOUS WALL/FLOOR PIPE SPOOL FOR WELL No. 1RAW WATER SUPPLY C/W THRUST FLANGES CAST INTO FLOOR SLAB AND FOUNDATION WALL.

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100mm S.S. (SCHEDULE 40) CONTINUOUS WALL/FLOOR PIPE SPOOL (FOR FUTURE USE)C/W THRUST FLANGES CAST INTO FLOOR SLAB AND FOUNDATION WALL. CAP WITH S.S. BLIND FLANGE INSIDE BUILDING AND MJ RESTRAINED CAP UNDERGROUND. ROUTE ABOVE EXISTING PIPING (UNDER FLOOR SLAB) AND EXTEND THROUGH FOUNDATION WITH C/L AT ±208.5 m.

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PROVIDE 250mm x 250mm OPENINGS THROUGH EXISTING BUILDING WALL TO ACCOMMODATE PROPOSED PIPING (TYPICAL). FINISH (BOX OUT) OPENINGS WITH INTERIOR FLASHING WITH MINIMUM 50mm WIDE FACING ON WALLS.

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75mm SCHEDULE 10S S.S. WELL No. 1 RAW WATER PIPING

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PG

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ADJUSTABLE S.S. PIPE STAND SUPPORT (TYPICAL). REFER TO DETAIL 4 ON THIS PAGE.

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REMOVE EXISTING CUSTOM S.S. TEE (NOT SHOWN) AND CAP EXISTING PIPE WITH S.S. BLIND FLANGE

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75mm FLANGED GATE VALVE (AWWA APPROVED).

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RIDGE ROAD

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HWY 40

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HIGHWAY 7

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SITE

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N

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LEGEND

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TRUE NORTH

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G3

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TREATMENT PLANT

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NORWOOD WATER

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M.W.

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P.R.P.

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SECTIONS AND DETAILS

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BUILDING EXPANSION

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NORWOOD ONTARIO

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AUGUST 29, 2016

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7128 Building

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P.R.P.

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15-7128

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1:25

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P.R.P.

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AS BUILT

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08/29/16

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DETAIL - PIPING LAYOUT - SECTION A-A

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SCALE = 1:40

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G3

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2

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DETAIL - PIPING LAYOUT - SECTION B-B

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G3

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3

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ANCHOR BASE FLANGE TO CONCRETE FLOOR SLAB

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75mm S.S. PIPE SUPPORT STAND (SCHEDULE 40)

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SUPPORT RING TO SUIT PIPE STAND SIZE AND

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THREADED ADJUSTMENT ROD. TACK WELD TO PIPE

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S.S. OVERSIZED BASE FLANGE

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ADJUSTABLE TO SUIT

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WITH MINIMUM FOUR (4) S.S. ANCHOR BOLTS

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**ALL MATERIALS AND FASTENERS SHALL BE STAINLESS STEEL

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**PROVIDE NEOPRENE OR RUBBER GASKET BETWEEN PIPE AND SADDLE

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S.S. SUPPORT SADDLE (SIZED TO SUIT PIPE SIZE)

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WELDED TO S.S. THREADED VERTICAL ADJUSTMENT ROD

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PIPE

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CONCRETE FLOOR SLAB

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S.S. ADJUSTMENT/LOCKING NUT

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150%%C PLAIN END

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HEAVY WALL HOUSING

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UPPER BARREL CASING

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ELECTRICAL JUNCTION BOX, MINIMUM

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TWO (2) REQUIRED

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CONDUIT FOR WELL PROBE/PRESSURE TRANSMITTER

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CONDUIT FOR POWER CABLING

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TWO LARGE SIZE ACCESS HOLES FOR

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POWER AND CONTROL WIRING

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STAINLESS STEEL RINGS AND SEATS

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WITH BUNA-N O-RING SEALS

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HEAVY DUTY 75mm SPOOL WITH LARGE

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WATER PASSAGES

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NEOPRENE CAP GASKET

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STAINLESS STEEL SCREENED WELL VENT

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HEAVY DUTY STEEL WATER TIGHT CAP

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STAINLESS STEEL LOCKING BOLTS TO

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PREVENT WELL TAMPERING

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TORQUE ARRESTOR WITH LIFT-OUT BAIL

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(NOT SHOWN)

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FOUR CENTERING BLOCKS TO PREVENT

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O-RING DAMAGE

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WELD ON CONNECTION TO WELL CASING

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DETAIL - ADJUSTABLE PIPE SUPPORT (STAND)

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SCALE = N.T.S.

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G3

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4

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DETAIL - PITLESS ADAPTER UNIT (HEAVY DUTY)

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SCALE = N.T.S.

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G3

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5








NOVADYNE365 Lansdowne St. E.,

Unit 1, Peterborough, ON

K9L 2A3

Tel: (705) 775-5151

E2

SPECIFICATION

NORWOOD WATER TREATMENT

PLANT BUILDING EXPANSION

County Rd 40

Norwood, Ontario

Emergency lighting

4.2. Install unit equipment and remote mounted fixtures as indicated.4.3. Emergency lighting shall be installed in such a manner that it will be automatically actuated

upon failure of the power supply to the normal lighting in the area covered by that unitequipment.

4.3. Emergency lighting shall have a supply voltage of 120VAC, and an output voltage of 12VDC,and be able to assume the electrical load automatically for a minimum of 30 minutes.

Part 5 - Mechanical Equipment

5.1. Provide power and connections to all mechanical equipment as detailed on thedrawings.

5.2. Ensure all equipment is properly protected with disconnect switches.

5.3. Confirm with mechanical trade for exact locations of equipment and connectionpoints.

5.4. Verify all motor connections for proper phase rotation.Part 6 - Removals

6.1. Contractor shall disconnect and remove all existing electrical devices and equipment,as per the contract documents.

Part 7 - Generator Specification

6.1. The existing generator and transfer switch shall be removed, salvaged and returned to owner.

6.2. Supply and Install a 60kW, 600Volt, 3phase, natural gas generator. The Generator is tobe installed on the existing generator pad next to the building. The intent is to reuse theexisting conduit from the generator to the transfer switch inside the building. The contractor needs to confirm that the proposed generator will fit on the existing pad andshall be responsible for increasing size of pad as required. Expected size of generatorbase frame is 2360mm x 1016mm.

6.3. Generator Requirements:

a) Generator Size: 60kWb) Voltage: 600V, 3phase, complete with 100Amp main line circuit breakerc) Fuel: Natural Gasd) Base Line Spec: Based on Generac Model SG060, 6.8L. All generac base specifications shall apply.e) Enclosure: Provide Level 2 Sound Attenuationf) Engine system: Provide engine block heater and 10Amp battery charger.g) Transfer Switch: 600V, 3 phase, 100Amp.h) Enclosure: Type 1, general purpose, wall mounted.i) Model based on ASCO A300 transfer switch.j)Acceptable manufacturers shall be Generac or Sommers.

6.4. All Equipment shall be CSA approved.

6.5. Install transfer switch and generator in accordance with manufacturer's instructionsand in locations as shown on the drawings.

6.6. Generator Pad:The concrete pad shall be constructed as per manufacturer's specifications. The padshall be extend a minimum of 300mm beyond the base of the Generator in all directions. Expected size of generator base is 2360mm long by 1016mm wide. Depthof base should be at least 170mm thick.

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TITLE

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DWN.

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App.

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FILE No.

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PROJECT

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DWG. No.

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455-E1

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N.T.S.

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PGB

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P. BERTHELOT

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T. ST. JEAN

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-

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-

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Part 1 - General 1.1. General 1.1.1.This section covers the general requirements for the electrical work. This section covers the general requirements for the electrical work. Read all divisions of the contract documents. 1.1.2.All equipment shall be CSA approved. All equipment shall be CSA approved. 1.1.3.All equipment, materials and installation methods shall conform to All equipment, materials and installation methods shall conform to the best commercial standard practice, and in accordance with the Ontario Electrical Safety Code and all bulletins.

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1.2. Outline Scope 1.2.1.The following major items of work shall be supplied and installed The following major items of work shall be supplied and installed under the electrical contract: 1.2.1.1.Provide all labour, materials, equipment and services to complete the work of the electrical division as further specified and as shown on the drawings: a.Provide main service power to the building as detailed on Provide main service power to the building as detailed on the drawings. b.Supply and install light fixtures as detailed on the Supply and install light fixtures as detailed on the drawings. c.Supply and install distribution panels as detailed on the Supply and install distribution panels as detailed on the drawings. d.Supply and install exit, emergency lights, and receptacles Supply and install exit, emergency lights, and receptacles as detailed on drawings. e.Miscellaneous removals as required.Miscellaneous removals as required.

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1.3. Contract Drawings 1.3.1.Drawings for electrical work are performance drawings, diagrammatic, Drawings for electrical work are performance drawings, diagrammatic, intended to convey scope of work and indicate general arrangement and approximate location of apparatus, fixtures and wiring. Drawings do not show all conduits. Those shown are diagrammatic only. 1.3.2.Additional money over the contract price shall not be paid unless an Additional money over the contract price shall not be paid unless an approved change order is issued by the architect. Claims for extras shall be submitted with a complete breakdown of material, labour, hourly rates, etc.

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1.4. Shop Drawings 1.4.1 Submit four reproducible copies of manufacturer's detailed shop Submit four reproducible copies of manufacturer's detailed shop drawings, which indicate clearly the materials and/or equipment actually being supplied, all details of construction, accurate dimensions, capacity, operating characteristics and performance for each piece of manufactured equipment and for items listed under each section for review. 1.4.2.Shop drawings submitted for approval that are not stamped and Shop drawings submitted for approval that are not stamped and signed in accordance with the preceding requirements will be returned for resubmittal. 1.4.3.Installation of any equipment shall not commence until after shop Installation of any equipment shall not commence until after shop drawings have been reviewed by the consultant. 1.4.4.Bind one set of approved shop drawings in each operating and Bind one set of approved shop drawings in each operating and maintenance instruction manual.

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1.6. Warranty 1.6.1.The contractor shall guarantee all work for a period of one year The contractor shall guarantee all work for a period of one year after the date of issue of the final certificate by the engineer and for longer periods where specified. If any defects become evident within the guarantee periods all necessary repairs and replacements to the work shall be made without cost to the owner. The contractor shall pay for making good any other work damaged through defects in the work of this section during both construction and guarantee periods.

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1.5. Co-Operation with Other Trades 1.5.1.The contractor shall co-operate fully with other trades in such a The contractor shall co-operate fully with other trades in such a manner as not to interfere with other work being carried out at the job site. Where other work and equipment has to be installed along with work pertaining to this division, arrange with other trades to install this work to best suit the needs for the particular condition.

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1.7. Insurance 1.7.1.The contractor shall maintain all necessary insurance to protect the The contractor shall maintain all necessary insurance to protect the owner and all trades from all possible claims.

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1.8. Liability 1.8.1.The contractor shall assume full responsibility for layout of work and The contractor shall assume full responsibility for layout of work and for any damage caused by improper location or carrying out of work of these sections.

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1.9. Cutting and Patching 1.9.1.The contractor shall complete all required cutting and patching to The contractor shall complete all required cutting and patching to perform the work of this contract. Cuttings shall be kept to a minimum and be performed with clean cut straight edges. Patching shall be neat, clean and restore to original finish conditions using similar types of materials. Use only trades personnel skilled in the various types of work required. Cutting of structural members shall not be permitted without written approval by the owner.

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1.10. Record Drawings 1.10.1The contractor shall maintain accurate records of changes to the The contractor shall maintain accurate records of changes to the drawings on the job site. These shall include: all changes included in addenda to the tender documents; site instructions; and contract change notices. Upon project completion, the contractor shall forward to the consultant the set of drawings indicating the as-built conditions.

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1.11. Existing Conditions 1.11.1.The contractor shall visit and examine the site and become familiar The contractor shall visit and examine the site and become familiar with all existing conditions affecting the work prior to submitting tender. No allowances in cost will be made by the owner for any difficulties encountered in the work arising out of conditions existing at the time of tendering.

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1.12. Product Delivery, Storage and Handling 1.12.1.Inspect products delivered to the site and before acceptance, Inspect products delivered to the site and before acceptance, ensure that the product is: new; free from defects; is as specified; and is as per reviewed shop drawings, all in accordance with the contract documents. Store materials only in designated areas and protect as necessary to maintain materials in new condition.

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1.13. Operations and Maintenance Instructions 1.13.1.Three (3) copies of complete operating and maintenance Three (3) copies of complete operating and maintenance instructions for all electrical equipment and systems, bound in hard covered manuals shall be supplied.

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1.14. Instructions to Owner 1.14.1.Instruct the owner's representative(s) in all respects of the Instruct the owner's representative(s) in all respects of the operation and maintenance of systems and equipment. Obtain from the consultant a list of the owner's representative(s) qualified to receive instructions.

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1.15. Clean-Up 1.15.1.At all times keep the premises free from accumulations of waste At all times keep the premises free from accumulations of waste material or rubbish caused by employees or work. At the completion of the work, remove all rubbish and all tools, equipment and surplus materials from and about the work and leave the work "broom clean" or its equivalent, unless more exactly specified. All lighting fixtures, light switches, and other operable electrical devices shall be cleaned at the completion of work.

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1.16. Codes and Standards 1.16.1.Provide equipment and materials, and do the work, in accordance Provide equipment and materials, and do the work, in accordance with the following, and comply with relevant sections as adopted or amended by authorities having jurisdiction: a.Canadian electrical code (Canada) Canadian electrical code (Canada) b.National Fire Protection Association National Fire Protection Association c.CAN/ULC Standards CAN/ULC Standards d.Ontario Electrical Safety Code, including current bulletins and Ontario Electrical Safety Code, including current bulletins and amendments. e.Ontario Building Code Ontario Building Code f.Worker's Compensation Board Regulations Worker's Compensation Board Regulations g.Governing Fire Codes in the Province Of OntarioGoverning Fire Codes in the Province Of Ontario

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1.17. Permit, Fees and Inspection 1.17.1The contractor shall apply for, obtain and pay all permits, licenses, The contractor shall apply for, obtain and pay all permits, licenses, inspections, examinations and fees required. The contractor shall arrange for inspection of all work by the authorities having jurisdiction over the work. On completion of the work, present to the owner the final unconditional certificate of approval by the inspection authorities. 1.17.2Before starting any work, submit the required number of copies of Before starting any work, submit the required number of copies of drawings and specifications to the authorities for their approval and comments. Comply with any changes requested as part of the contract, but notify the owner immediately of such changes, for proper processing of these requirements.

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Part 2 - Basic Materials and Methods 2.1. Conduits, Conduit Fastenings and Conduit Fittings 2.1.1.Conduit systems shall be rigid polyvinyl chloride. Minimum size shall Conduit systems shall be rigid polyvinyl chloride. Minimum size shall be 1/2". 2.1.2. Use flexible conduit for final connections to motors and sensors. Use flexible conduit for final connections to motors and sensors. Lengths should not exceed 18". Use liquid tight PVC jacketed flexible conduit for connections to equipment outdoors or in damp locations. 2.1.3.Conduits shall be of sufficient size to permit easy removal of the Conduits shall be of sufficient size to permit easy removal of the conductors at any time. Use one hole steel straps to secure surface conduits 2" and smaller, and two hole steel straps for conduits larger than 2". Use beam clamps to secure conduits to expose steel work. Install fittings manufactured for use with the conduit supplied. Watertight connectors and couplings are required for EMT. Set screws are not acceptable. 2.1.4.Install conduits to conserve headroom in exposed locations and cause Install conduits to conserve headroom in exposed locations and cause minimum interference in spaces through which they pass. Conduits shall be run exposed in service areas, but shall be concealed in finished rooms. Exposed conduits shall be installed parallel and perpendicular to walls and ceilings. Wherever conduits cross building expansion joints, approved means, such as conduit expansion joints or flexible conduit loops shall be provided as necessary to take care of the movement. Conduit shall not be run horizontally in partitions. 2.1.5.All conduits shall be properly supported with spacing not to exceed All conduits shall be properly supported with spacing not to exceed C.E.C. requirements. Approved electrical hardware, hangers, structural shapes, etc. Shall be used. Perforated strap handlers shall not be permitted. Where run exposed on concrete or masonry walls, conduits shall be supported using conduit clamps and lead anchors or approved preset concrete inserts and where run on building steel, beam clamps shall be used. Conduit clamps shall be heavy duty galvanized malleable iron. Factory "ells" shall be used where 90° bends are required for 1" or larger conduits. Make bends and offsets with a hickey or power bender without flattening or denting the conduits. Bend conduit cold. Replace conduit if kinked or flattened more than 1/10th of its original diameter. Connect conduit lengths with only approved couplings or conduit unions. 2.1.6.Install conduits so that there is no interference with access openings Install conduits so that there is no interference with access openings in ceilings or access to equipment in the ceiling space. Install conduit to avoid proximity to water or heating pipes. Do not run within 6" of such pipes. Where crossings are unavoidable, maintain a minimum distance of 1" from the pipe covering. 2.1.7.Square-cut all conduit ends, ream and file to remove all burrs Square-cut all conduit ends, ream and file to remove all burrs before installation and properly clean and cap all empty conduits. Install fish cord in empty conduits.

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2.2. Wires and Cables 2.2.1.All conductors shall be copper. Conductors shall be stranded for All conductors shall be copper. Conductors shall be stranded for #8AWG and larger with 1000v insulation of chemically cross-linked thermo setting polyethylene. 600v insulation can be used for conductors smaller than #8AWG. Base the 600 volt RW 90 conductor ampacities on published CEC 90°C. Rating. Cables shall beloaded to not more than 75% (70% to 80%) of this rating. Minimum #12AWG wiring shall be used. 2.2.2.Neutrals of power systems, although connected to a common ground Neutrals of power systems, although connected to a common ground at the source, shall be electrically separated and isolated from each other beyond this point of origination. Feeders to two or more switches or panels and the tapoffs to same shall all be run using the same size conductors throughout. 2.2.3.All wires shall be carried full size from source to the load. Neutral All wires shall be carried full size from source to the load. Neutral wires shall be the same size as phase wires. Equipment Ground wires shall be one size smaller than phase wire, except that the conductor shall not be larger than a 4/0 and shall be no. 10 for 30 amp circuits and no. 12 for circuits less than 30 amps. Insulation shall be type RW 90. Multi-circuit branch circuits in same conduit require only one equipment ground wire.

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2.3. Junction and Pullboxes 2.3.1.Junction and pullboxes should be of welded steel construction with Junction and pullboxes should be of welded steel construction with screw-on flat covers for surface mounting. Install pullboxes in inconspicuous but accessible locations. Install junction and pullboxes so as not to exceed 30m of conduit run between pullboxes. All junction and pullboxes should be labelled to identify equipment or circuit numbers.

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2.4. Outlet, Conduit Boxes and Fittings 2.4.1.Size boxes in accordance with CSA C22.1. 100 mm square or larger Size boxes in accordance with CSA C22.1. 100 mm square or larger outlet boxes as required for special devices. Gang boxes where wiring devices are grouped. Provide blank cover plates for boxes without wiring devices. Support boxes independently of connecting conduits. Conduit boxes shall be PVC and gasketed. Reducing washers are not allowed.

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2.5. Wiring Devices Switches 2.5.1.Locate light switches as shown on the drawings and on the latch Locate light switches as shown on the drawings and on the latch side of doors. Install single throw switches with handle in "up" position when switch closed. 2.5.2Install switches in gang type outlet box when more than one switch Install switches in gang type outlet box when more than one switch is required in one location. 2.5.3Provide 20A, 125V single pole specification grade light switches as Provide 20A, 125V single pole specification grade light switches as shown on the contract drawings.

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Receptacles 2.5.4.Install receptacles in gang type outlet box when more than one Install receptacles in gang type outlet box when more than one receptacle is required in one location. Combination boxes with barriers shall be used where outlets for more than one system are grouped. 2.5.5Provide 15A, 120V specification grade duplex convenience outlets as Provide 15A, 120V specification grade duplex convenience outlets as shown on the contract drawings. 2.5.6Do not install outlets back to back in wall. Allow a minimum 150 Do not install outlets back to back in wall. Allow a minimum 150 mm horizontal clearance between boxes. Change location of outlets at no extra cost or credit, providing distance does not exceed 3000 mm and information is given before installation.

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Telephone/Cable T.V./Computer Raceway System, (etc.) 2.5.7.Empty conduit systems shall be provided for telephone from outlet Empty conduit systems shall be provided for telephone from outlet box to accessible ceiling space, or as shown on the drawings. 2.5.8.Contractor is responsible for providing and/or coordinating the size, Contractor is responsible for providing and/or coordinating the size, type and location of the incoming telephone conduit with the telephone company or the building owner. 2.5.9.All interior building raceways shall be EMT. All interior building raceways shall be EMT. 2.5.10.2 long radius 90 degree bends shall be the maximum allowed between pull boxes. 2.5.11.Pole cords shall be provided in each conduit for future pulling of Pole cords shall be provided in each conduit for future pulling of wires. 2.5.12.Contractor shall provide necessary boxes and associated cover Contractor shall provide necessary boxes and associated cover plates as required for the above systems.

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Mounting Heights 2.5.13Mounting heights for wiring devices shall be as follows unless Mounting heights for wiring devices shall be as follows unless otherwise indicated and shall be from centre line of outlet box to finished floor: 2.5.13.1.Duplex receptacles shall be mounted 300mm above Duplex receptacles shall be mounted 300mm above finished floor or 150mm above counter top. 2.5.13.2.Light switches shall be mounted at no less than 900mm and no more than 1100mm above finished floor. 2.5.13.3.Disconnect switches shall be mounted 1200mm above finished floor. 2.5.13.4.Exit lights shall be mounted 300mm above door trim. 2.5.13.5.Emergency lights and fire alarm horns shall be mounted 2100mm above finished floor. 2.5.13.6.Panelboards shall be mounted 1200mm above finished floor.

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Cover Plates 2.5.14.Cover plates from one manufacturer shall be used throughout the project and supplied for all wiring devices and any pullboxes.

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Equipment Nameplates 2.5.15.Nameplates shall be provided for all pieces of electrical equipment including panelboards, junction boxes, pull boxes, splitters, control panels, disconnect switches and motor starters. Nameplates shall be black laminated rigid plastic with 0.25 inch high white engraved letters. Nameplates shall be fastened to equipment in a conspicuous location on equipment. A list of the exact engraving of nameplates shall be submitted for approval prior to fabrication. Nameplates for disconnect switches shall indicate name of equipment being controlled and circuit and panel from which they are fed.

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Part 3 - Distribution 3.1. Disconnect Switches 3.1.1.Disconnect switches shall be horsepower rated, quick-make, quick Disconnect switches shall be horsepower rated, quick-make, quick break, with handle interlocked so that switch door cannot be opened unless switch is in de-energized position. Disconnect Switches shall be fusible and nonfusible as indicated on the drawings. Switches shall be heavy duty having visible blade construction, positive pressure fuse clips, and silverplated current carrying parts. Provision shall be made for padlocking switch in "OFF" position. Switches shall have on-off switch position indication on switch enclosure cover.

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3.2. Panelboards 3.2.1.Use panelboards of one manufacturer throughout the project. The Use panelboards of one manufacturer throughout the project. The supplier shall install circuit breakers in panelboards before shipment. Sequence phase bussing shall have odd numbered breakers on left and even on right with each breaker identified by permanent number identification as to circuit number. All panelboards shall have a copper bus. Single phase lighting and distribution panelboards shall have a solid neutral of same ampere rating as mains. Mains shall be suitable for bolt-on breakers. Enclosures shall be EEMAC type 1 surface mounted with trim and floor finish grey. 3.2.2.Complete circuit directory with typewritten legend showing location Complete circuit directory with typewritten legend showing location and load of each circuit. The directory shall be updated from the contract drawings to include all addenda, site instructions, contract change orders and any other circuit changes. Supply two keys for each panelboard and key panelboards alike. 3.2.3.Main breaker shall be separately mounted on top or bottom of panel Main breaker shall be separately mounted on top or bottom of panel to suit cable entry. When mounted vertically, down position should open breaker. Lock on devices for certain breakers shall be provided for items such as exit, emergency and night light circuits. 3.2.4.Locate panelboards as indicated and mount securely, plumb, true and Locate panelboards as indicated and mount securely, plumb, true and square to adjoining surfaces. Install surface mounted panelboards on steel angle or channel framing or on fire rated painted plywood backboards.

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Part 4 - Lighting Equipment Luminaires 4.1.Locate and install luminaires as indicated on contract drawings and Locate and install luminaires as indicated on contract drawings and connect luminaires to lighting circuits.

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3-#10AWG COPPER RW90 AND 1-#10 COPPER BOND WIRE IN " CONDUIT34" CONDUIT

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EXISTING 600V SPLITTER

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EXISTING 60A, 600V DISCONNECT

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SCALE:

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N.T.S.

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PARTIAL SINGLE LINE DIAGRAM

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1

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60A

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60A

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TRANSFORMER

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30 kVA

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600V120/208V

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NEW 120/208V, 100A PANEL 'A'

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4-#3AWG COPPER RW90 AND 1-#6 COPPER BOND WIRE IN 1- " CONDUIT12" CONDUIT

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%%UPANEL:

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A

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120/208V 3P 4W

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%%UMAIN BUS:

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200A

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NONE

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%%ULOCATION:

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ADDITION

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%%UTYPE:

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%%UFED FROM:

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SURFACE MOUNTED

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NEW TRANSFORMER

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%%UIC RATING:

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10kA

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%%UCIRCUITS:

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26

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28

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17/08/08

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-

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PGB

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AS BUILTS

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MIN. 760mm COVER

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FINISHED GRADE

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RESTORE SURFACE TO ORIGINAL CONDITION

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MARKER TAPE INSTALLED AS SPECIFIED IN THE ONTARIO ELECTRICAL SAFTEY CODE AND AS PER BULLETIN 12-2-*

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NATIVE BACKFILL MATERIAL

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MIN. 375mm SCREENED SAND AROUND DUCTS

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DUCT INSTALLATION IN TRENCHES - SECONDARY

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100mm PVC CONDUIT FOR FEED AND 3 - 100mm PVC SPARE CONDUITS

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MIN. 450mm

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MIN. 190mm

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MIN. 600mm

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CONTROL TRANSFORMER

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RELOCATED 60A PANEL FROM WELL

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30A

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30A

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TO EXISTING WELL PUMP