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DOE/EIS-0332; McNary-John Day Transmission Line Project Draft ...

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BPA <strong>McNary</strong>-<strong>John</strong> <strong>Day</strong> <strong>Transmission</strong> <strong>Project</strong><br />

<strong>Draft</strong> <strong>EIS</strong><br />

February 2002<br />

Streams, Rivers, and Fish<br />

Erosion potential would be greater if towers were sited in areas of steep hill slopes and<br />

dry washes. The steeper sloping areas along the corridor occur generally west of Glade<br />

Creek, with the greatest concentration occurring between Alder Creek and Wood Gulch.<br />

If a tower was sited at a dry wash the potential for delivery of fine sediments would be<br />

greater than most other locations because dry washes provide transport of surface waters<br />

during periods of precipitation and snow melt and typically drain to a larger stream. This<br />

increases the opportunity for sediments to be delivered to a fish bearing, or potentially<br />

fish bearing stream along the corridor. All of the dry washes along the corridor occur<br />

west of Alder Creek, with 66% occurring between Alder Creek and Wood gulch, and the<br />

remaining 34% occurring west of Wood Gulch.<br />

Hazardous Materials<br />

Construction of the proposed project would require the use of several common<br />

construction materials (e.g., concrete and paint) and petroleum products (e.g., fuels,<br />

lubricants, and hydraulic fluids) that could be toxic to fish and other aquatic organisms if<br />

spilled into or near streams.<br />

Access Roads<br />

The project would require approximately 40 miles of existing roads to be reconditioned<br />

and upgraded and 12.5 miles of new “spur roads” constructed from existing access roads.<br />

This new access and spur road construction would include the clearing and grading of an<br />

area 16 feet wide, with an approximate impact area 25 feet wide. The impact area may<br />

include hill slopes where spoils from cut-and-fill road construction may be sent down<br />

slope. Roads would be located on stable hill slopes and road gradients would not exceed<br />

15% in areas with potentially unstable soils. Three miles of new access road would be<br />

constructed from corridor mile 39 to 41. This road would cross 16 dry washes, all<br />

draining to the Columbia River, 2,000 to 3,000 feet downstream.<br />

Where access roads cross a dry wash, the road gradient should be 0% to avoid diverting<br />

surface waters from the channel. The construction of the new access road across dry<br />

washes could potentially affect the Columbia River fisheries from the occurrence of a<br />

catastrophic event such as mass wasting, or from less severe actions such as the delivery<br />

of fine sediment from the exposure of soils, or the potential that a spill of hazardous<br />

materials may enter surface waters flowing within the dry washes.<br />

No fish-bearing streams would be crossed by the construction of new access roads and no<br />

existing access road currently crosses a fish-bearing or potentially fish-bearing stream<br />

that Bonneville owns and/or manages. An additional 0.5 to 1.0 miles of new access road<br />

and spur roads may also be constructed for Alternatives B and C of the Hanford-<strong>John</strong><br />

<strong>Day</strong> Junction Short-<strong>Line</strong> Routing Alternatives, respectively. Please refer to Table 3-8 for<br />

potential impacts associated with these alternatives.<br />

3-25

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