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Blackburn Wastewater Treatment Plant Upgrade Study

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.<br />

Date: 23 December 1999<br />

File: 1174-01-01<br />

Reid Crowther & Partners Ltd.<br />

Consulting Engineers<br />

300, 41 70 Still Creek Drive<br />

Burnaby, British Columbia<br />

V5C 6C6<br />

Attention:<br />

Mr. Andv North. P.Ena.<br />

Dear Andy,<br />

AS recently requested by Les Nemeth. P.Eng.. please find attached our flow calculatio'n - ,<br />

,<br />

...<br />

spreadsheet showing the capacity of the existing sanitary sewer mains from the ~e~ional , ' -<br />

. .<br />

Correctional Centre to tlie discharge into the 600mm diameter City trunk sanitary . .<br />

. .<br />

. . . .<br />

sewermain on Taylor Drive. -<br />

. .<br />

. ........<br />

. .<br />

. . .. -<br />

,-<br />

..<br />

The estimated future peak PU~P~IOW<br />

rate.from the Mackus Road sewage lift station is -<br />

.....<br />

..- .<br />

50 Lls (0.05 mals). The section :of existing 200mm diameter sewer main from the I' ~ .,<br />

. ~<br />

discharge point of the 200mm diameter syphon, at MH KL23a to the intersection'of the ......<br />

525 mm diameter main at Birch Street, will need to be upgradbd,to a 300mm diameter . . ,<br />

pipe at a-minimum. grade of 0.3% to handle the futire pumped peak flows'of ':

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