09.06.2015 Views

Condit Dam Removal Condit Dam Removal - Access Washington

Condit Dam Removal Condit Dam Removal - Access Washington

Condit Dam Removal Condit Dam Removal - Access Washington

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

<strong>Condit</strong> <strong>Dam</strong> Hydroelectric Project<br />

Final Supplemental EIS<br />

• Reconstruction of Mt. Adams Orchard diversion and temporary water supply pipeline<br />

• Construction or upgrading of haul roads<br />

• Preparation of staging areas and disposal sites<br />

• Preparation of work areas<br />

• Potential fuel or oil spills from equipment and storage areas<br />

Potential impacts related to each of these activities are described below. All of these potential<br />

impacts are considered short-term construction effects.<br />

Reinforcement of the Northwestern Lake Bridge<br />

The bridge was designed and constructed in 1958 to replace an existing bridge spanning<br />

Northwestern Lake. The bridge was constructed well after accumulation of sediments in the lake<br />

had begun, and there is concern that the rapid drawdown and accompanying erosion of the<br />

accumulated sediments will destabilize the bridge. To alleviate this problem, seven measures are<br />

proposed to protect the bridge:<br />

• Sheet pile around two central piers<br />

• Concrete wing walls and crib structure to tie existing bridge abutments to new sheet<br />

pile cofferdams<br />

• Temporary bracing to existing piers and sheet pile walls in stages, as required for<br />

temporary construction stability<br />

• Reinforce concrete grade ties from the existing concrete pile caps to new concrete<br />

wingwalls<br />

• Possible construction of new base footing within cofferdam<br />

• Backfill of cofferdam and concrete crib structures<br />

• Armor rock along river revetment slopes on both sides of the bridge near the<br />

abutment approaches<br />

Fine grained sediments would be suspended in the water surrounding the bridge piers, potentially<br />

increasing turbidity during installation of the sheet pile, construction of the wing walls and crib<br />

structure, construction of a new base footing (contingency), backfilling of cofferdam and crib<br />

structures, and placement of armor rock. Coarse-grain sediments disturbed during this process<br />

would not migrate due to this construction activity. In accordance with the Sediment<br />

Assessment and Management Plan (PacifiCorp 2004) silt curtains would be installed to help<br />

minimize migration of suspended fines. With the implementation of the proposed measures, the<br />

amount of fines that would migrate from the construction area for the Northwestern Lake Bridge<br />

is expected to be small and would occur over a short duration, and therefore is considered to be a<br />

less than significant impact.<br />

4.2-5

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!