The existing Collector Sewer System is approximately 31 km in length and was built to intercept over 80 outfall pipes. It extends from the Causeway to the City of Dieppe municipal boundary on Dover Road for the Moncton side of the River and from the Causeway to Mill creek on the Riverview side. A major tunnel links the Moncton side Collector Sewer to the Main Pumping Station on the Riverview side. The tunnel is a 1600mm diameter cast in place concrete.

There are also 8 remote pumping stations to deal with low lying areas and to lift the wastewater to the GMWC system.


Main pumping station

The Main Pumping Station is a large cylindrical concrete structure the extends 29 metres below ground and is the receiving facility for all wastewater from the Greater Moncton Area. It is divided into a wet well and separate dry well. The wet well is divided into two sections. The dry well houses four Main Pumps which are 450kw and can each move 1000 liters per second. The station is equipped with diesel back-up power to ensure uninterrupted service.



Pre-treatment consists of screening and grit removal. Bar Screens, at the Inlet Building, remove any solid objects, rags and plastic which would interfere with downstream processes. Screened materials are disposed of at the regional solid waste facility.

Grit tanks

A second important step in treatment is the removal of heavy, inorganic material such as sand and gravel that would otherwise cause problems in downstream processes as well as excessive wear. Two (2) aerated grit chambers are used for this purpose. The settled grit is removed by pumping the slurry and dewatering by cyclones and classifier.


Settling tanks

The existing process is a Chemically Assisted Primary Process using three (3) 39 meter diameter clarifiers. The addition of coagulating chemicals to the wastewater as it leaves the Grit Tanks enhances the natural settling action of suspended solids, which then sink to the bottom of the slope bottom clarifiers. The sludge is continuously scraped towards the center by a rotating arm equipped with scrapers from where it is pumped out.


Dewatering centrifuges

The liquid sludge is pumped to the Dewatering Building where it can be stored and conditioned prior to dewatering. The dewatering is carried out with three(3) high solids centrifuges able to process 3600 Kg per hour(dry solids). This system also includes the feed pumps, a polymer system, screw conveyors and belt conveyors so as to move dewatered solids to the loading facility.

Lime stabilization

The dewatering facility incorporates lime storage and feeding equipment to pre-treat the sludge prior to dewatering and to increase PH following dewatering to reduce pathogens prior to transfer to the Composting Facility.

By-products and composting

By-products generated by the treatment process are primarily organic in nature and once treated further by composting, is suitable for many purposes including soil building, horticulture, sod farming, etc. Refer to the Composting section for addition details.




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