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Blackburn Wastewater Treatment Plant Upgrade Study

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Section 4.0 - Blackbum <strong>Treatment</strong> Options<br />

4.2. An H reduction program is to be initiated and completed to reduce the<br />

volume of wastewater being transferred during wet weather and snowmelt<br />

conditions. The existing Mackus Road pumpstation would be upgraded. It is<br />

believed that the Lansdowne Road WWTP has sufficient capacity to handle the<br />

projected future hydraulic and BOD5/TSS loadings from the Blackbum sewage<br />

collection area.<br />

Key activities or capital works assmiated with this option are as follows:<br />

Implement and complete VI reduction program.<br />

Decommission lagoons and rehabilitate site for other use.<br />

<strong>Upgrade</strong> Mackus Road pdpstation to handle projected increased flows.<br />

Construct trunk gravity sewer to transfer all flours hrn Blackbum<br />

sewerage area to Lansdowne Road WWTP.<br />

<strong>Upgrade</strong> downtown sewage collection pipework to handle increased flows<br />

from Blackbum sewerage area.<br />

Key technical issues associated with this option are as follows:<br />

Extent to which the VI reduction program is able to reduce peak wet<br />

weather flows must be evaluated.<br />

City need operate only one wastewater treatment and disposal facility.<br />

Major capital works needed to transfer flows to Lansdowne Road WWTP.<br />

Condition and capacity of the existing Mackus Road pumpstation must be<br />

evaluated.<br />

Details for pipeline routes for transferring Blackbum sewage flows to<br />

Lansdowne Road WWTP must be evaluated.<br />

Ammonia toxicity issue addressed at Lansdowne Road WWTP.<br />

4.2.2 Design Information<br />

Population<br />

ADWF, m3/d<br />

PWWE, m3/d

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