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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 />

frequency of high flows (number of days and years) that would scour and initiate gravel<br />

motion in the small bypassed streams (Duncan, North <strong>Fork</strong> Long Canyon, South <strong>Fork</strong><br />

Long Canyon, and Long Canyon Creeks) is less under the proposed action compared with<br />

historical conditions, but is greater than would occur in the future under existing<br />

conditions with expected increased demands on available water supplies.<br />

Most of the bypassed channel reaches (65 to 70 percent of the total length) are<br />

relatively stable and have a relatively low potential to adjust in response to alterations in<br />

flow and sediment supply or transport. Low response potential is due in part to exposure<br />

of bedrock and boulders in the channel bed and banks, channel entrenchment within<br />

resistant valley walls and valley bottom material, and high unregulated transport capacity<br />

relative to unregulated sediment supply. The exceptions are South <strong>Fork</strong> Long Canyon<br />

Creek, which has a moderate response potential along about 61 percent of the reach, and<br />

North <strong>Fork</strong> Long Canyon Creek, which has a high response potential along about 84<br />

percent of the reach. For all of the bypassed reaches, the most likely channel responses to<br />

changes in flow and sediment regimes is a coarsening of bed surface particle size and a<br />

reduction in the frequency and size of mobile coarse sediment deposits (e.g., spawning<br />

gravel patches).<br />

The peaking reach is predominately alluvial and exhibits more potential for<br />

channel adjustment in response to sediment augmentation and altered flows than the<br />

bypassed reaches. About 95 percent of the reach is highly responsive due to the presence<br />

of finer-grained alluvial bedforms. Lateral shifts in channel planform occur infrequently.<br />

Other types of adjustments that could occur include changes in width, depth, and slope,<br />

and sediment storage (channel bars and mobile coarse sediment patches).<br />

The proposed action would restore sediment supply to the reaches downstream of<br />

the small diversions and improve sediment supply to the reaches downstream of the<br />

medium dams. The increase in sediment supply under the proposed action would provide<br />

long-term channel geomorphology and aquatic and riparian ecosystem benefits to the<br />

small bypassed streams. Proposed spring pulse flows prescribed for all bypassed reaches<br />

in May of wet and above normal water years, combined with more natural recession rates<br />

would restore natural dynamics of riparian vegetation recruitment similar to what might<br />

occur in a similarly sized stream under unregulated conditions. The frequency of gravel<br />

bed mobilization and scour under the proposed action is sufficient to maintain the<br />

channel geometry and minimize fine sediment accumulation in pools and spawning<br />

gravels.<br />

Alternative 1 specifies that, during wet water years, pulse flows would begin on<br />

May 15 instead of May 1. This later initiation of pulse flows would provide more time<br />

for rainbow trout fry to emerge from the gravel prior to a planned high flow event. The<br />

additional details regarding the time of day when pulse flows would be released would<br />

provide more user friendly whitewater boating opportunities than releasing flows at<br />

unspecified times. The Alternative 1 provision to conduct a feasibility study regarding<br />

the maximum pulse flow that can safely be released from Hell Hole dam would provide a<br />

58

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