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Draft EIS_072312.pdf - Middle Fork American River Project ...

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20120723-4002 FERC PDF (Unofficial) 07/23/2012<br />

desire to maintain the reservoir level at French Meadows as high as possible during the<br />

recreation season to restrict encounters with physical hazards and to maintain<br />

reasonable access to the shoreline from developed recreation facilities. Reservoir water<br />

surface elevations are a key factor in the functionality of boat ramps; the higher the<br />

water level, the better access for recreational boaters via existing boat ramps on both<br />

reservoirs.<br />

The estimated levelized annual cost for this measure is included in the costs<br />

presented for minimum flows. The cost of implementing both PCWA’s and our<br />

recommended minimum reservoir surface elevation measure would be minimal, and the<br />

benefit of potential enhanced recreational opportunities at French Meadows and Hell<br />

Hole reservoir would warrant any such incremental cost.<br />

Streamflow and Reservoir Gaging Plan<br />

We recommend new instream flow requirements and minimum water surface<br />

elevation requirements for French Meadows and Hell Hole reservoirs. Streamflow and<br />

water surface elevation gages would be needed to document compliance with any such<br />

requirements in a new license. We find in section 3.3.2.2, Aquatic Resources, that both<br />

the proposed Flow and Reservoir Monitoring Plan and the Alternative 1 Streamflow and<br />

Reservoir Monitoring Plan could document compliance with designated streamflows<br />

and water surface elevations. Key differences between the proposed and our<br />

recommended plans include the following:<br />

• Our recommended plan includes provisions for operating and maintaining the<br />

gages in accordance with applicable USGS protocols.<br />

• Our recommended plan includes provisions to provide all 15-minute gage<br />

information to the agencies and the Commission upon request in a readily<br />

accessible electronic format, not just a single gage on the peaking reach as<br />

provided for in PCWA’s proposed plan.<br />

We prefer the concise approach taken in the Alternative 1 plan because it<br />

presents the basics of what is needed for flow and reservoir water level monitoring.<br />

PCWA’s proposed plan would rely on 24-hour average flows and reservoir elevations.<br />

This approach could conceivably mask substantial variations of flow or water surface<br />

elevations within a 24-hour period. In addition, raw data would only be available upon<br />

request from a single peaking reach flow monitoring station.<br />

We recommend a modified version of the Alternative 1 Streamflow and<br />

Reservoir Gaging Plan. The monitoring data reports should include the minimum and<br />

maximum stream flow values for each day in addition to the daily average values. This<br />

additional information at a nominal cost would provide a basis for the agencies and the<br />

Commission to decide whether to request files with the raw 15-minute time interval data<br />

from PCWA to confirm compliance with instantaneous flow values that may be<br />

specified in a new license. The benefit of accurately documenting project-related<br />

required flows and water surface elevations for compliance purposes with our<br />

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