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Our new Biological Assessment is out - Klamath Basin Crisis

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<strong>Klamath</strong> Project Operations <strong>Biological</strong> <strong>Assessment</strong><br />

Coho Salmon: Effects of the Proposed Action on Coho Salmon<br />

Figure 3-21. Estimated percent of the maximum available habitat for juvenile (top graph)<br />

and fry (bottom graph) coho salmon in the R Ranch study reach under the proposed<br />

minimum flows and at the 50 percent modeled exceedence level under the Proposed<br />

Action.<br />

100<br />

Percent of Maximum<br />

Available Habitat<br />

80<br />

60<br />

40<br />

20<br />

0<br />

Study Reach<br />

R. Ranch - Juvenile<br />

Oct<br />

Nov<br />

Dec<br />

Jan<br />

Feb<br />

Mar<br />

Apr<br />

May<br />

Jun<br />

Jul<br />

Aug<br />

Sep<br />

Month<br />

Proposed Minimum Flows<br />

50 Percent Exceedence Level<br />

100<br />

Percent of Maximum<br />

Available Habitat<br />

80<br />

60<br />

40<br />

20<br />

0<br />

Study Reach<br />

R. Ranch - Fry<br />

Oct<br />

Nov<br />

Dec<br />

Jan<br />

Feb<br />

Mar<br />

Apr<br />

May<br />

Jun<br />

Jul<br />

Aug<br />

Sep<br />

Month<br />

Minimum Flows<br />

50 Percent Esceedence<br />

Shasta to Scott River Reach<br />

Two site-level results from Hardy and Addley (2006) are available for the main<br />

stem <strong>Klamath</strong> River between the Shasta River (river mile 177) and the Scott River<br />

(river mile 143). These two sites are the Trees of Heaven and Brown Bear sites<br />

(see Figure 3-19).<br />

It <strong>is</strong> noted that in the following analys<strong>is</strong>, Reclamation applied the minimum and<br />

model flows from IGD directly to these two study sites to estimate coho salmon<br />

available habitat, assuming no tributary input. However, it <strong>is</strong> certain that flows<br />

would be greater under these IGD modeled flows at th<strong>is</strong> site, given tributary<br />

inputs, particularly the input from the Shasta River. Thus, the flows considered to<br />

247

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