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Good Engineering Practice for Northern Water and Sewer Systems

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All of these pipes per<strong>for</strong>med reasonably well in the areas they were installed. Major problems have<br />

been corrosion of CMP used <strong>for</strong> sewer mains in Yellowknife (approximately 30-year life span) <strong>and</strong><br />

ovalling failure of thin-walled HDPE in older sewer systems.<br />

Currently only seven main types of pipe are in use in the North. See Table 2.1 below.<br />

Table 2.1: Pipe Materials in Use in Canada’s North<br />

Pipe Material<br />

<strong>Water</strong><br />

Main<br />

Sanitary<br />

<strong>Sewer</strong><br />

Storm<br />

<strong>Sewer</strong><br />

<strong>Sewer</strong><br />

Service<br />

<strong>Water</strong><br />

Service<br />

High Density Polyethylene (HDPE) <br />

Polyvinyl Chloride (PVC) <br />

Cement-Lined Ductile Iron (DI) <br />

Copper<br />

<br />

Cement-Lined Welded Steel <br />

Kitec<br />

<br />

Corrugated Metal Pipe (CMP)<br />

<br />

2.3 ABOVE OR BELOW GRADE INSTALLATION<br />

The trend, since the late 1970s, has been to utilize buried pipes wherever possible. To this end,<br />

only two communities (Inuvik <strong>and</strong> Norman Wells) construct new above grade systems (utilidors).<br />

Norman Wells does, where possible <strong>and</strong> practical, utilize buried utilities. Inuvik’s soil conditions<br />

preclude buried pipes, except <strong>for</strong> isolated areas.<br />

Recommendation<br />

2.3.1 Buried Pipes<br />

Buried pipes are the recommended<br />

alternative, where possible.<br />

Rationale<br />

Buried pipes are not subject to extremes of ambient<br />

temperature, do not disrupt lots <strong>and</strong> roadways <strong>and</strong><br />

are not subject to v<strong>and</strong>alism. Figure 2.1 is a typical<br />

“trumpet curve” illustrating how temperature<br />

extremes reduce with depth below ground surface.<br />

GOOD ENGINEERING PRACTICE 2-3 Apr-04<br />

Piping

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