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Biological Opinions - Bureau of Reclamation

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Although the volume <strong>of</strong> Project water use may be different from the POR, particularly in<br />

years drier than average, the pattern <strong>of</strong> water use will be similar to the pattern observed<br />

during the POR.<br />

We further assume <strong>Reclamation</strong> will incorporate the previous year’s hydrologic data into the<br />

KBPM by March 31 each year to ensure the model remains current and reflects hydrologic<br />

trends. Data to be incorporated into the model annually include:<br />

UKL calculated daily net inflow (KBPM SV file variable I1_raw)<br />

UKL 3-day moving average net inflow (KBPM SV file variable I1)<br />

UKL cumulative inflow index (KBPM SV file variable)<br />

Cumulative precipitation index (KBPM SV file variable)<br />

Williamson River daily average flow (KBPM SV file variable)<br />

Lake Ewauna accretions (KBPM SV file variable I10)<br />

Keno Dam to Iron Gate Dam accretions (KBPM SV file variable I15)<br />

Flow diverted from the Lost River to the Lost River Diversion Channel at Wilson Dam<br />

(KBPM SV file variable I91)<br />

Area A2 winter run<strong>of</strong>f (KBPM SV file variable I131)<br />

NRCS forecasts for the Williamson River and UKL<br />

Project and Lower Klamath Lake NWR daily diversions and return flows<br />

8.1.3 Sideboards for the Effects Analysis <strong>of</strong> Hydrologic Conditions<br />

Our effects analysis for proposed management <strong>of</strong> UKL water levels is based on modeled output<br />

from the KBPM <strong>of</strong> the proposed action using hydrologic data from the POR. Modeled weekly<br />

UKL elevations for the POR are presented in tabular and graphical form in Appendix B. For<br />

Clear Lake and Gerber Reservoir, we compared minimum elevations and lake-level probability<br />

tables to the conservation needs <strong>of</strong> the species. For Tule Lake, the comparison was based on the<br />

proposed seasonal lake minimums. It is possible, but unlikely, that hydrologic conditions outside<br />

<strong>of</strong> the range, distribution, and sequence <strong>of</strong> conditions modeled for the proposed action could<br />

occur during the 10-year term <strong>of</strong> the proposed action. We cannot state with absolute certainty<br />

what hydrologic events will occur in the future, but we conclude that the past is the best predictor<br />

<strong>of</strong> the near future, (i.e., the next 10 years) and, therefore, we assume rare events in the past will<br />

be rare in the near future.<br />

<strong>Reclamation</strong>’s BA (<strong>Reclamation</strong> 2012) analyzed the hydrologic effects <strong>of</strong> the proposed action on<br />

LRS and SNS in UKL up to the 95 percent exceedance <strong>of</strong> lake elevations. As used by<br />

<strong>Reclamation</strong>, the 95 percent exceedance means that on any given date a specific lake elevation<br />

would be exceeded 95 percent <strong>of</strong> the time. This is equivalent to stating that there is a 95 percent<br />

probability <strong>of</strong> exceeding that specific lake elevation on a given date. For our analysis, we<br />

analyzed the effects <strong>of</strong> the proposed action over the full range <strong>of</strong> modeled results for each month,<br />

regardless <strong>of</strong> the probability <strong>of</strong> observing a specific elevation in the future. End-<strong>of</strong>-month<br />

elevations for Clear Lake and Gerber Reservoirs are presented in Appendix B. UKL end-<strong>of</strong>month<br />

elevations are presented in Table 8.1 <strong>of</strong> section 0, Effects <strong>of</strong> the Action, <strong>of</strong> this BiOp.<br />

The USFWS will evaluate whether implementation <strong>of</strong> the proposed action results in expected<br />

UKL elevations for each month <strong>of</strong> the year, based on the scatter <strong>of</strong> UKL elevations simulated by<br />

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