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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 />

<strong>Middle</strong> <strong>Fork</strong> Development<br />

The landscape in the vicinity of <strong>Middle</strong> <strong>Fork</strong> interbay is moderately steep,<br />

entrenched, and confined by narrow V-shaped valleys. The vegetation is comprised of<br />

communities dominated by mixed conifer and with some hardwood vegetation on the<br />

surrounding hillsides; riparian species occur along the stream channel.<br />

<strong>Middle</strong> <strong>Fork</strong> interbay dam and Powerhouse Road are in an area that is managed<br />

predominantly for the Modification VQO. The passive microwave reflector station above<br />

<strong>Middle</strong> <strong>Fork</strong> interbay is in an area managed for the Partial Retention VQO. <strong>Project</strong><br />

facilities between the river and the <strong>Middle</strong> <strong>Fork</strong> powerhouse penstock and butterfly valve<br />

house are in an area managed for the Partial Retention VQO. <strong>Project</strong> facilities at and<br />

above the valve house are to be managed to meet the Modification VQO.<br />

Ralston Development<br />

The landscape in the Ralston area is characterized by moderate to steep slopes<br />

with elevations ranging from 1,600 to 4,000 feet. Steeply sloping hillsides are<br />

characterized by mixed brush hardwood stands and scattered conifers.<br />

<strong>Project</strong> facilities within this area are managed for the Partial Retention VQO since<br />

they are within the foreground view of the Ralston Picnic Area and Ralston afterbay. To<br />

the south of the <strong>Middle</strong> <strong>Fork</strong> <strong>American</strong> <strong>River</strong>, which includes the confluence with the<br />

Rubicon <strong>River</strong>, project facilities are within an area which is to receive interim protection<br />

of its Wild, Scenic, or Recreational values until Congress makes a formal designation by<br />

law or disposes of the proposal. Lands within this area are to be managed to meet the<br />

Retention VQO.<br />

Reservoir Levels<br />

Typical reservoir annual operation results in the capture or diversion of water into<br />

Hell Hole and French Meadows reservoirs during the winter and spring (filling period),<br />

and drawdown of the reservoirs during the summer, fall, and early winter (release<br />

period). <strong>Project</strong> operation varies from year-to-year based on the timing and magnitude of<br />

spring runoff, which is influenced by the amount of the winter snow pack and ambient<br />

temperature conditions, as well as precipitation (see figures 3.3.2-1 and 3.3.2-2). Despite<br />

the year-to-year variation, both reservoirs typically reach their maximum storage for the<br />

year in late spring or early summer. Reservoir levels begin to decline in the summer and<br />

continue to decline until the late fall or winter. Reservoir levels are typically at their<br />

lowest in January. French Meadows reservoir maximum and minimum operating water<br />

surface elevations are 5,262 feet and 5,125 feet, respectively. Hell Hole reservoir<br />

maximum and minimum operating water surface elevations are 4,630 feet and 4,340 feet,<br />

respectively. Although more shoreline is exposed as water surface elevations at Hell<br />

Hole and French Meadows reservoirs recede, this effect is diminished from farther<br />

distances where other factors such as lighting, cloud cover, air quality, and vegetation<br />

growth influence the view.<br />

268

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