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Biological Opinions - Bureau of Reclamation

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8 EFFECTS OF THE ACTION ON LOST RIVER SUCKER AND SHORTNOSE<br />

SUCKER<br />

8.1 Analytical Approach<br />

8.1.1 Use <strong>of</strong> the Period <strong>of</strong> Record Hydrograph as a Tool to Analyze Project Effects<br />

Because the proposed action is storage and delivery <strong>of</strong> water for Project purposes, analyzing<br />

hydrologic data, such as water levels in LRS and SNS habitats, is essential to our analysis <strong>of</strong><br />

effects. However, because there is no way to know with certainty what future water conditions<br />

will be, for purposes <strong>of</strong> this analysis, we have relied upon historical data (i.e., the POR) in<br />

simulations to understand the likely range and distribution <strong>of</strong> elevations in Project reservoirs<br />

over the proposed 10-year term <strong>of</strong> Project operations. To be useful, the POR needs to be<br />

sufficiently long to capture a broad range <strong>of</strong> conditions and also needs to include recent data to<br />

capture any current trends. For this consultation, the POR hydrology data selected for Clear<br />

Lake and Gerber Reservoir were for calendar years 1902–2012 and 1925–2012, respectively.<br />

The POR hydrological data set for UKL relied upon in this analysis is the 31 years between<br />

October 1, 1980, and September 30, 2011. The shorter time period for the UKL POR was<br />

chosen because relevant data, specifically the reconstructed annual NRCS forecasts <strong>of</strong> water<br />

supply, which are necessary for modeling purposes, were only available beginning in the 1981<br />

water year. Nevertheless, we conclude this POR sufficiently captures recent climatic trends and<br />

current water-use conditions, while also including a broad distribution <strong>of</strong> dry, average, and wet<br />

years.<br />

Because Tule Lake is primarily a sump and gets most <strong>of</strong> its water from agricultural return flows,<br />

past water levels have been managed close to the minimum lake levels identified in the proposed<br />

action to reduce the risk <strong>of</strong> flooding. As a result, the POR water levels in Sump 1A <strong>of</strong> Tule Lake<br />

are less variable when compared with the Project’s three primary water supply reservoirs: UKL,<br />

Clear Lake, and Gerber Reservoir.<br />

8.1.2 Use <strong>of</strong> the KBPM Model as a Tool to Analyze Project Effects on Water Levels<br />

To analyze potential effects <strong>of</strong> the proposed action, <strong>Reclamation</strong> and the Services used the<br />

KBPM to identify Klamath River and UKL hydrographs that would have occurred if the<br />

proposed action had been implemented at the start <strong>of</strong> the 1981 water year. The hydrographs and<br />

other modeled output are also used by the Services to anticipate likely future lake and river<br />

conditions in water years similar to those occurring in the POR. KBPM is based on Water<br />

Resource Integrated Modeling System s<strong>of</strong>tware (WRIMS), a broadly accepted, generalized<br />

water-resources modeling s<strong>of</strong>tware designed for evaluating river-basin scale water management<br />

alternatives. KBPM was developed jointly by <strong>Reclamation</strong> and the Services specifically for this<br />

consultation, and included input from Klamath Basin Indian tribes and the Klamath Project<br />

Water Users Association. A model is not available for the east side <strong>of</strong> the Project (i.e., the Lost<br />

River subbasin, including Clear Lake, Gerber Reservoir, and Tule Lake), so reservoir-specific<br />

water balance models based on the POR were used instead. For a detailed description <strong>of</strong> the<br />

KBPM model, see Appendix 4A in the BA (USBR 2012) and the description <strong>of</strong> the proposed<br />

action in the BA and in this BiOp.<br />

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