Coquitlam Dam Seismic Upgrade Project ... - BC Hydro
Coquitlam Dam Seismic Upgrade Project ... - BC Hydro
Coquitlam Dam Seismic Upgrade Project ... - BC Hydro
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3.8. CONCRETE AND GROUTING<br />
All concrete work must be completed in a manner that ensures water quality standards are<br />
maintained. Runoff from uncured concrete or concrete wash water may be high in pH. Levels<br />
over 9.0 pH units are considered harmful to fish and aquatic life.<br />
Note: <strong>BC</strong> <strong>Hydro</strong> and its contractors will ensure that water exiting the construction site and<br />
entering a drainage course will meet the following criteria:<br />
pH units Maximum 9.0, Minimum 6.0<br />
Turbidity Maximum 25 NTU<br />
Uncured concrete will be covered with polyethylene sheets or tarps during rain events to ensure<br />
high pH runoff is not generated. Wash water from the concrete trucks will be contained and<br />
removed from the site by the concrete supplier. The Contractor must ensure that water with<br />
elevated pH greater than 9.0 pH units does not leave the site. Elevated pH levels will be reduced<br />
with a CO2 bubbler system if required.<br />
The vast majority of the concrete and grouting work will occur downstream of the dam and will<br />
be off reservoir drainage. However, there is a possibility that some minor concrete and/or<br />
grouting work may be required on the crest of the dam or on the upstream face of the dam. All<br />
concrete or grouting work in these areas will be completely contained to ensure that no runoff<br />
enters the reservoir or adjacent drainages.<br />
3.9. ACID ROCK DRAINAGE<br />
Some rocks in British Columbia have significant concentrations of reactive iron-bearing sulphide<br />
minerals. Weathering may cause the sulphide minerals to oxidize, forming weak acids which<br />
may leach toxic concentrations of heavy metals such as zinc into waterways. Tests to determine<br />
the potential for generation of acid leachates as a result of quarrying and tunneling activities as<br />
well as the placement of rock for fish habitat will be conducted. If this potential is identified,<br />
site management plans will be developed to place reactive waste rock in a confined area or basin<br />
where it can be covered with compacted soil to reduce weathering and infiltration of<br />
precipitation and groundwater. Acid generating rock will not be placed in streams or<br />
watercourses.<br />
3.10. EXPLOSIVES AND BLASTING<br />
Explosives will be used at the rock quarry and for tunnel and bedrock excavation for the GVRD<br />
pipeline alignment. Any blasting near water will be carried out following the “Guidelines for the<br />
use of Explosives in or Near Canadian Fisheries Waters”. Explosives will not be used in the<br />
<strong>Coquitlam</strong> <strong>Dam</strong> <strong>Seismic</strong> Rehabilitation Page 21<br />
Environmental Management Plan – Version 4<br />
June 15, 2004