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BEESLEY ENGINEERING LTD. - Village of Belcarra

BEESLEY ENGINEERING LTD. - Village of Belcarra

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<strong>BEESLEY</strong> <strong>ENGINEERING</strong> <strong>LTD</strong>.<br />

CONSULTING ENGINEERS<br />

MEMO<br />

To:<br />

Sandpiper - Mr. Rino DiNicolo<br />

Copies to: Mr. Larry Scott, Mr. Walt Bayless Our File No. 08.13 Ph. III<br />

From: Ron Beesley<br />

Date: September 8, 2011<br />

Re:<br />

<strong>Village</strong> <strong>of</strong> <strong>Belcarra</strong>, Watermain Cover<br />

____________________________________________________________________<br />

We have reviewed your request to reduce the minimum cover <strong>of</strong> the water main to 0.9<br />

metres.<br />

The <strong>Village</strong> <strong>of</strong> <strong>Belcarra</strong> is quite small so we are not in a position to carry out a large study<br />

to address your question.<br />

We have looked at the minimum cover requirements in some nearby municipalities and<br />

discussed the matter with Mr. Larry Scott. Some typical cover requirements are as follows:<br />

1. Anmore 1.0 metre.<br />

2. Burnaby 0.9 metres.<br />

3. Coquitlam 1.0 metre.<br />

4. Port Coquitlam 1.0 metre.<br />

5. Surrey 1.0 metre.<br />

6. Port Moody 1.2 metres.<br />

7. City <strong>of</strong> North Vancouver 1.2 metres.<br />

In choosing a minimum water main cover there are three considerations. Adequate cover for<br />

protection from traffic loads in roads, adequate cover for frost protection and adequate clearance<br />

from utilities.<br />

In <strong>Belcarra</strong>, 0.9 <strong>of</strong> a metre is adequate for protection from traffic loads and frost.<br />

1

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