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Draft Study Plan Vol 1 (PDF) - Alaska Power and Telephone Company

Draft Study Plan Vol 1 (PDF) - Alaska Power and Telephone Company

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DRAFT DOCUMENT<br />

powerhouse at the base of the hillside. After installation, this section would be buried to<br />

protect the pipe from falling trees <strong>and</strong> rocks.<br />

Figure 3: Alternative Design 1<br />

<strong>Power</strong>house<br />

The powerhouse would be a pre-engineered metal building with a reinforced<br />

concrete foundation, <strong>and</strong> would house either one or two generating units, depending on<br />

the installed capacity. With one unit, the powerhouse dimensions would be<br />

approximately 50 feet by 70 feet by 40 feet high above the top of the surrounding<br />

backfill. With two units, the powerhouse dimensions would be approximately 50 feet by<br />

100 feet by 40 feet high. The floor level of the powerhouse would be at about El 170.<br />

The powerhouse would be located on the east side of the Chilkoot valley<br />

approximately 1100 feet downstream of the confluence of Connelly Creek <strong>and</strong> the<br />

Chilkoot River <strong>and</strong> approximately 300 feet upstream of <strong>Power</strong> Creek. There is a<br />

floodplain terrace of varying width between the base of the hillside <strong>and</strong> the river channel.<br />

The powerhouse would be located partially on this terrace <strong>and</strong> partially on an excavation<br />

into the hillside. There are isolated bedrock exposures on the hillside, <strong>and</strong> GLH<br />

anticipates founding the major portion of the powerhouse on bedrock.<br />

Spoils from the powerhouse excavation would be used for backfill around the<br />

powerhouse. The fill would be as much as 20 feet deep. The fill slopes would be<br />

armored with riprap to protect it from erosion by floodwaters of the Chilkoot River.<br />

<strong>Draft</strong> <strong>Study</strong> <strong>Plan</strong> – June 2012 p. 4 Connelly Lake Hydroelectric Project

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