Condit Dam Removal Condit Dam Removal - Access Washington
Condit Dam Removal Condit Dam Removal - Access Washington
Condit Dam Removal Condit Dam Removal - Access Washington
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<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