Blackburn Wastewater Treatment Plant Upgrade Study
Blackburn Wastewater Treatment Plant Upgrade Study
Blackburn Wastewater Treatment Plant Upgrade Study
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Section 4.0 - <strong>Blackburn</strong> <strong>Treatment</strong> Options<br />
Key technical issues associated with this option are as folIows:<br />
Extent to which the I/i 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 />
evaiuated.<br />
Details for pipeline routes for transferring Blackbum sewage flows to<br />
Lansdowne Road WWTP must be evaluated.<br />
Impact of added flow on capacity/operation of Lansdowne Road WWTP<br />
needs to be evaluated.<br />
Ammonia toxicity issue addressed at Lansdowne Road WWTP.<br />
4.1.2 Design Information<br />
Population<br />
ADWF, m3/d<br />
PWWF, m3/d<br />
Pipework<br />
Forcemain from intersection of Mackus Road and North<br />
<strong>Blackburn</strong> Road to a high point on Hwy. 16.<br />
Diameter, mm<br />
Length, m<br />
Gravity sewer main from the end of 200 diameter forcemain to<br />
the Regional Correctional Centre tie-in<br />
Diameter, mm<br />
Length, m<br />
Forcemain from the existing <strong>Blackburn</strong> WWTP site to the high<br />
point on Graves Road<br />
Diameter, mrn<br />
Length, m<br />
Sanitary sewer syphon from Yellowhead Bridge connecting to<br />
downtown sewage collection system<br />
Diameter, mm<br />
Length, m<br />
Gravity sewer to intersection of l5Ih Ave. and Taylor Drive;<br />
construct new manhole