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Chapter A - Introduction - City of Pickering

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COMMENT MESPA RESPONSE (December 2011) CITY RESPONSE (October 2012) RESPONSE<br />

comment within the MESPA related to potential<br />

conflict between the pond, and Regional<br />

infrastructure. If conflicts are deemed a concern<br />

by <strong>City</strong> staff, from an operations and<br />

maintenance perspective, and alternative pond<br />

location may be required.<br />

REPORT CHAPTER<br />

AND SECTION<br />

Archaeological Assessment Required<br />

The number <strong>of</strong> dots in this column indicates the level <strong>of</strong> archaeological<br />

assessment required for the site. Given that Pond 46B requires a Stage 4<br />

Archaeological Assessment it seems very likely that this will not be a<br />

suitable site for a pond.<br />

The location <strong>of</strong> SWMF #46B has no implications with<br />

respect to Archaeological Assessment. All<br />

archaeological assessments have been completed with<br />

the exception <strong>of</strong> SWMF #2, 24 and 30. These<br />

investigations will be completed as part <strong>of</strong> the NFSSR<br />

work.<br />

No further concerns.<br />

No response required.<br />

<strong>Chapter</strong> B<br />

Appendix B6<br />

Competing Land Uses for the Pond Block<br />

Sites with known competing land uses, not including those due to the<br />

Region <strong>of</strong> Durham’s Class Environmental Assessment for Regional<br />

Services in the <strong>City</strong> <strong>of</strong> <strong>Pickering</strong> and the floodplain, should protect for an<br />

alternative pond location. This includes Ponds 2 and 15. Furthermore, as<br />

Pond 1 is not located in Seaton and has extensive issues with respect to<br />

the servicing for this facility and potential groundwater contamination from<br />

the landfill, an alternative location for the pond must be provided.<br />

SWMFs 1 and 2 have been relocated. With respect to<br />

the location for SWMF15, there is adequate space to<br />

accommodate this SWMF and the proposed GO Station<br />

Site. This use will require stormwater treatment and the<br />

proposed SWMF location is appropriate.<br />

No further concerns.<br />

No response required.<br />

<strong>Chapter</strong> B<br />

Appendix B6<br />

• Stormwater Management Plan (Section 8.0)<br />

A detailed review <strong>of</strong> the recommended SWM plan in the MESP has<br />

indicated that the type and location <strong>of</strong> the best management practices<br />

(BMP’s) have not been selected with consideration for the NHS, future<br />

operations and maintenance requirements or safety as required in the<br />

CPDP.<br />

As seen in Appendix A <strong>of</strong> our letter, there are several issues that have<br />

been identified with respect to the viability <strong>of</strong> the pond location shown in<br />

the MESP. For example, 59 <strong>of</strong> the 69 ponds will require a liner due to<br />

high groundwater elevations, 42 <strong>of</strong> the 69 ponds will outlet to intermittent<br />

streams, 32 <strong>of</strong> the 69 ponds have grade differences <strong>of</strong> 5m or greater<br />

across their pond blocks and 59 <strong>of</strong> the 69 ponds will require special<br />

considerations for a safe and secure outlet. Due to these issues there are<br />

serious concerns around the location, type and feasibility <strong>of</strong> the BMPs<br />

that are being recommended in the MESP and how the site selection<br />

process conforms with the intent <strong>of</strong> CPDP.<br />

An evaluation <strong>of</strong> alternatives and a comprehensive<br />

SWM/LID strategy have been prepared and presented<br />

in the MESPA.<br />

In addition and as discussed at various meetings with<br />

the agencies and incorporated into the agreed-upon<br />

Table <strong>of</strong> Contents for the NFSSRs, further analyses <strong>of</strong><br />

LID measures will be undertaken in the NFSSRs.<br />

The Annotated Table <strong>of</strong> Contents prepared for the<br />

NFSSRs and presented in <strong>Chapter</strong> J, Appendix J2, <strong>of</strong><br />

the MESPA outlines the requirements for a stormwater<br />

cost analysis. No further information is presented in the<br />

MESPA.<br />

No further concerns.<br />

No response required.<br />

<strong>Chapter</strong> J<br />

Appendix J2<br />

In addition, the preferred stormwater management strategy has not been<br />

selected based on the financial implications <strong>of</strong> long term maintenance<br />

requirements <strong>of</strong> these BMPs for the <strong>City</strong>. Future maintenance costs were<br />

not considered or included in the evaluation <strong>of</strong> the SWM alternatives, and<br />

there was no discussion or analysis <strong>of</strong> this in the MESP.<br />

Life cycle costs need to be completed to make the best informed<br />

decisions on the preferred stormwater management strategy. This cradleto-grave<br />

timeframe is warranted because future costs associated with the<br />

The Sernas Group Inc., Stonybrook Consulting Inc. December 2011, Revised February 2013 Master Environmental Servicing Plan - Amendment<br />

SPL Beatty, Bird and Hale Limited, Earthfx Inc. 07161 Seaton Community, <strong>City</strong> <strong>of</strong> <strong>Pickering</strong><br />

AMEC Earth & Environmental, R.J. Burnside Appendix A7 – Page 15<br />

Amos Environment + Planning

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