and tne runoff will have to
pum ia the slough, even after
cleaning out, i in co hold a 24-hour duration,
10-year return storm. An additional 59,400 m3 of storage has to
be created. This fs not feasible within the confines of the
Reeve Street Park limits without building a dyke on the left
bank of the Siougn. Therefore, with the completion of the
closure dyke, it is recommended that the proposed Dump station
be constructed. For the present it would be sufficient to
install one pump and the other pump coutd be installed after
Tull development.

not open

storm Sewers and Ditchina

These items of work could be considered along with development
proposals for the different areas. However it is important to
note that when approving proposals for the lower areas, the
Capacity and the grades of the sewers are sufficient to
accommodate future development of the upland areas.

It is evident from the Study that some of the existing sewers in
the Shaughnessy Street area are already under capacity to handle
the current development.

It may be feasidle to cost-share the storm sewers and the
ditches with the developers.

4.2 COST ESTIMATE

-l Pump Station and Slough Improvements

-l Pump Station - (for two pumps }

Site Work Including Dewatering $26,000

Structural (concrete) 58,000

Mechanical (metal work) 38,000

Electrical (including power supply) 40,000

Pumps (including pump columns) 90,000 $252,000
-<¢ Improvements to East Slough

Clearing Debris 30,000

Excavation 20,000 50,000

Subtotal 302, 00u
Contingencies 15% 45,000

347,000
Engineering Design & Supervision 15% 23,000

Total part 1 $400,000

ASSOCIATED
ENGINEERING