Biological Opinions - Bureau of Reclamation

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Figure 11.13. Williamson River observed, proposed action and Observed IGD discharge for water year 1994. Proposed action IGD daily discharge was calculated for water years 1981-2011 based on a 7-day moving average. NMFS also evaluated the effect of the proposed action on flow variability by calculating and comparing the monthly coefficient of variation of IGD daily flows between the observed hydrograph and the proposed action hydrograph. The coefficient of variation is a common measure to quantify variability of a distribution and is particularly useful for comparison of data sets with different means, yet is only useful when applied to individual years. As an illustration, NMFS presents the coefficient of variation of IGD daily flows by month, for water year 2011 (Figure 11.14). The coefficient of variation for the proposed action IGD flows is greater than observed in 8 of the 12 months (Figure 11.14). 259
Figure 11.14. Monthly coefficient of variation comparison between proposed action and Observed IGD discharge for water year 2011. Proposed action IGD daily discharge was calculated for water years 1981- 2011 based on a 7-day moving average. Based on the results, the monthly coefficient of variation is higher for the observed hydrograph in February, and April through June. Flow variability is greater in February because of the relatively large flow event that occurred as a result of the implementation of the Fall/Winter Flow Variability Program from the RPA of NMFS (2010a). A 5,000 cfs peak flow event was released at IGD to provide a geomorphic flow that had not occurred in the past 4.5 years to address disease. The engineered event was a result of management decisions and did not reflect natural hydrologic conditions at the time, yet resulted in a higher coefficient of variation for the month of February. In April through June, the coefficient of variation is higher for the observed daily discharge data primarily because the proposed action daily discharge data is based on a 7-day average which effectively mutes some of the daily variability. The 7-day average better represents the variability expected under implementation of the proposed action due to operational constraints. However, the 7-day average likely underestimates the daily variability experienced under spill conditions that generally occur in the spring period. When spill occurs in real-time operations, NMFS expects the proposed action IGD flows to reflect run-of-river natural daily variability. Rapid declines in IGD flow influence flow variability. For example, in June 2011, the coefficient of variation for the observed IGD discharge is greater than the coefficient of variation for the proposed action (Figure 11.14). However, as evidenced in Figure 11.15, the variability in observed IGD discharge is in the form of a more rapid rate of decline to base flow, resulting in greater variability and a higher coefficient of variation. Figure 11.15 illustrates the receding limb of the observed hydrograph is steeper than both the observed Williamson River hydrograph and the modeled flows under the proposed action. In summary, the proposed action ensures the IGD 260
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National Marine Fisheries Service U
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7.4.5 LRS and SNS Population Dynami
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11.1.5 Critical Assumptions .......
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16 APPENDICIES ....................
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Table 8.2 UKL end-of-month elevatio
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LIST OF FIGURES Figure 3.1. The act
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Figure 11.17. Coho salmon fry habit
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ABBREVIATIONS AND ACRONYMS Abbrevia
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Abbreviation/Acronym YTEP WDFW WRIM
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In 2001, the Services issued BiOps
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Findings of Fact and Order of Deter
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proposed changes to the vegetation
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Figure 3.1. The action area for Rec
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4 PROPOSED ACTION Reclamation propo
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4.2 Element Two Operate the Project
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October 1 and March 1. The proposed
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Reclamation incorporated the 1981 t
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Provide Project irrigation deliveri
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Table 4.3. UKL fill rate adjustment
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Table 4.5. Calculation of fall/wint
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Flows below IGD are ultimately the
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The EWA, Project Supply, and UKL Re
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Table 4.8. Environmental Water Acco
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eleases somewhat on the ascending l
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fish disease, die off, entrainment,
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acre-feet when the Project Supply c
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Table 4.11. Monthly maximum Lower K
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4.2.4 Ramp-Down Rates at Iron Gate
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progresses and EWA volumes are upda
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O&M activities are carried out eith
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1. The A Canal has six headgates th
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Therefore, Reclamation proposes to
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coordinate with the NMFS to develop
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the confluence with Omogar Creek at
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though several major improvements t
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Sucker larvae transform into age-0
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units: (1) Clear Lake; (2) Tule Lak
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Figure 7.2. Adult spawning populati
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Table 7.1. Estimated LRS and SNS ad
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1905, Ch. 567, 33 Stat. 714). The P
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Figure 7.4 Modeled April through No
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7.9.2 Klamath Basin The Oregon Clim
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A change in mean precipitation rang
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Table 7.2 Impaired water bodies wit
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Table 7.3 Seasonal comparisons of p
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ammonia that is lethal to 50 percen
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Table 7.4 Estimated external phosph
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examination of juvenile suckers fro
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Evaluation of baseline hydrology in
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2012 1931 through 2012 12.6% 0.24 5
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The overall water year trend (Table
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Figure 7.7 Sprague River trends, wa
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Figure 7.9 Sprague River trends, wa
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Figure 7.12 Williamson River trends
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Figure 7.14 UKL trends, water years
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Figure 7.17 UKL: net inflow departu
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7.10.3.3 Competition and Predation
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By late July, surviving larval suck
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Threat Nature of Threat Life Stage
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2011) and increased adult spawning
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Based on the best available informa
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contrast, water levels began 1.5 ft
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evaporation and seepage estimated a
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prolonged low oxygen conditions if
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The April through September 4,034.6
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8 EFFECTS OF THE ACTION ON LOST RIV
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Although the volume of Project wate
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than 1 m), and fitting one or more
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Figure 8.3. UKL elevations at the e
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Services and Reclamation will deter
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For cumulative net inflow values be
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Figure 8.8. UKL elevations at the e
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Figure 8.10. UKL elevations at the
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Figure 8.12. UKL elevations at the
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natural and man-caused changes in i
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Table 8.1 UKL end-of-month surface
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UKL. Based on best available inform
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larvae in UKL. Annual production of
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Table 8.5 UKL end-of-month elevatio
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Based on our review of the literatu
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into the Pelican Bay water quality
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We assume that UKL surface elevatio
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vary by several orders of magnitude
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survival rates, we know that some o
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populations, and contains the large
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8.3.5.1 Effects to Adult Sucker Spa
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Table 8.8 Clear Lake surface elevat
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occur, especially in the west lobe.
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Table 8.9 End of the month surface
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8.3.7.4 Effects of Entrainment Loss
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The source of the sediment is unkno
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period when they migrate upstream t
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limited LRS and SNS persistence in
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term and localized and because fish
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8.5.1 Canal Salvage Reclamation pro
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high predation rates and failure of
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include the Klamath Basin Rangeland
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Figure 9.1 Designated CHUs for the
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These are discussed in greater deta
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The proposed action will have no ef
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No other spawning habitat exists be
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consulted on. Current monitoring da
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proposed action and this PCE suppor
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Because of a multi-decade lack of r
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Adverse effects of the proposed act
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that juvenile survival is most like
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elocation effort in Lake Ewauna to
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LRS and SNS population resiliency o
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stratum 4 (Interior Klamath) in whi
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Pacific salmonids Oncorhynchus spp.
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scenario, actions and elements of t
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flow prescriptions should mimic pro
Page 225 and 226: 11.2.1 Current Condition of Critica
Page 227 and 228: 11.2.2 Factors Affecting SONCC Coho
Page 229 and 230: e disoriented or displaced downstre
Page 231 and 232: enhancement, and rehabilitative act
Page 233 and 234: Water Temperature Sedimentation Org
Page 235 and 236: Figure 11.1 Longitudinal and season
Page 237 and 238: functioning floodplains that fail t
Page 239 and 240: downstream of IGD, (2) enhance coho
Page 241 and 242: few local ranchers and water distri
Page 243 and 244: in some tributaries, access to and
Page 245 and 246: 11.3.7 Summary of Critical Habitat
Page 247 and 248: these two time periods, the effects
Page 249 and 250: consists of approximately 29,000 ac
Page 251 and 252: The PacifiCorp habitat conservation
Page 253 and 254: IGD, or used in constructed habitat
Page 255 and 256: estoration, watershed planning, sal
Page 257 and 258: Table 11.4. Modeled suspended sedim
Page 259 and 260: parasites Ceratomyxa shasta (causes
Page 261 and 262: that become infected is estimated t
Page 263 and 264: where snow water equivalent is proj
Page 265 and 266: minimizing disease risks, the detai
Page 267 and 268: Figure 11.4. Proposed action, histo
Page 269 and 270: Figure 11.6. Proposed action weekly
Page 271 and 272: Figure 11.9. Regression between EWA
Page 273 and 274: Figure 11.11. Proposed action and o
Page 275: Figure 11.12. Number of days per wa
Page 279 and 280: IGD. The proposed action modeled da
Page 281 and 282: The results from Table 11.7 indicat
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Page 285 and 286: habitat decreases between the Shast
Page 287 and 288: Table 11.9. Daily average mainstem
Page 289 and 290: Table 11.10. Daily average mainstem
Page 291 and 292: 5% 3336 13176 27664 26168 30946 237
Page 293 and 294: The proposed action results in agri
Page 295 and 296: Figure 11.21. Monthly mean of daily
Page 297 and 298: Riparian restoration projects will
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Page 301 and 302: Table 11.13. Annual percent of proj
Page 303 and 304: esource needs as they grow, and 3)
Page 305 and 306: 11.5.2 Klamath River Basin Adjudica
Page 307 and 308: coho salmon within the Klamath Rive
Page 309 and 310: aspects of a natural flow regime th
Page 311 and 312: element of coho salmon critical hab
Page 313 and 314: 12.1.1.1 Risk Analyses for Endanger
Page 315 and 316: ESU DIVERSITY STRATA POPULATIONS IN
Page 317 and 318: eproduction, and distribution. The
Page 319 and 320: Figure 12.2. Historic population st
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Page 323 and 324: Although long-term data on coho sal
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maintain viable abundances in many
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12.2.5.5 Viability Summary Though p
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coastal currents and upwelling, kno
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12.2.6.2 Marine Derived Nutrients M
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fisheries south of Cape Falcon, Ore
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12.3 Environmental Baseline of Coho
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water temperatures up to 19 ºC in
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some coho salmon smolts may stop mi
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threshold, all Klamath River coho s
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abundance threshold (Table 12.3). T
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mainstem Klamath and Trinity rivers
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Although there are risks to Klamath
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activities are generally beneficial
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12.4 Effects to Individuals The pro
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12.4.1.2 Response 12.4.1.2.1 Adults
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(2012) believes is representative o
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genotype II density of 5 spores/L w
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flows provide a limit to the increa
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polychaete and sediment disturbance
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which will likely result in a relat
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etween Trees of Heaven (RM 172) and
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action. Reclamation estimated that
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Based on literature, increased comp
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Table 12.6. Summary of risks result
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most juveniles. Stream flow diversi
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at most fish relocation sites, base
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higher, the minimally increased sed
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Small pulses of moderately turbid w
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Boulder faces in the deflector stru
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conditions may fail if those condit
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Adverse effects of the proposed act
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Potential Stressor Habitat Reductio
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Potential Stressor Elevated water t
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12.6.2 Effects of fitness consequen
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13 INCIDENTAL TAKE STATEMENT Sectio
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Table 13.1 Summary of maximum annua
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in fewer larvae and juveniles, and
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Table 13.2 Estimated annual maximum
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1.2.1.8. Incidental Take Caused by
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characteristics of aquatic species,
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Table 13.5 Expected annual Environm
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Cause of Incidental Take Habitat Re
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Clear Lake, Gerber Reservoir, and T
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This term and condition is requirin
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13.4 Mandatory Monitoring and Repor
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Required hydrologic monitoring incl
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Table 13.7. Summary of LRS and SNS
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T&C or Mandatory Monitoring Mandato
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Table 13.9 Summary of reporting and
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Table 13.10 Summary of meetings req
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the above QA/QC procedures describe
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Barry, P.M., E.C. Janney, D.A. Hewi
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Burdick, S.M. and J. Rasmussen. 201
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Dunsmoor, L., L. Basdekas, B. Wood,
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Garen, D. 2011, Upper Klamath Basin
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Janney, E.C., B.S. Hayes, D.A. Hewi
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Laenen, A., and A.P. LeTourneau. 19
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Miller, R.R., and G.R. Smith. 1981.
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Perkins, D.L., and G.G. Scoppettone
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(Deltistes luxatus) in Tule and Cle
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Terwilliger, M. 2006. Physical habi
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USBR [U.S. Bureau of Reclamation].
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Williams, J.E. 2000. Chapter 13. Th
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Arthington, A.H., S.E. Bunn, N.L. P
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Beeman, J., S. Juhnke, G. Stutzer a
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Brommer, J.E. 2000. The evolution o
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Department of the Army Regional Gen
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Chilcote, M. W. 2003. Relationship
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Dunsmoor LK, and Huntington CW. 200
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Foott, J.S., R. Stone, E. Wiseman,
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Habera, J.W., R.J. Strange, B.D. Ca
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Hemstreet, T. 2013. Electronic mail
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Jordan, M. S. 2012. Hydraulic predi
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Kostow, K. E., A. R. Marshall and S
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MacFarlane, R. B., S. Hayes, and B.
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Moyle, P. B. 2002. Inland Fishes of
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PacifiCorp Klamath Hydroelectric Pr
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Oregon Department of Environmental
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Puckridge, J. T., F. Sheldon, K. F.
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Ring, T.E. and B. Watson. 1999. Eff
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Sommer, T. R., M. L. Nobriga, W. C.
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Taylor, R. 1991. A review of local
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USFWS [U. S. Fish and Wildlife Serv
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Ward G, and Armstrong N. 2010. Asse
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Winker, K., J. H. Rappole, and M. A
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77 FR 476. National Marine Fisherie
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UKL Elevation (feet) Active Storage
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16.2 Appendix B: Elevation Flow Dat
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490
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Week of Water Year 1981 1982 1983 1
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Water Year October November Decembe
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16.3 Appendix C: Description of Res
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4. Removal of Small Dams (permanent
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Information regarding consideration
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9. Piping Ditches a. Project Descri
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. Site-Specific Restrictions Restri
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6. Protection Measures The followin
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to enter or be placed where they co
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shall be distributed throughout the
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weed free straw, silt fences) are i
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the project is located, and compris
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2. Post Construction Monitoring and
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Median Seasonal Flow (acre-feet) Me
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Median Seasonal Net Inflow (acre-fe
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16.5 Appendix E: Observed and Model
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Observed and modeled proposed actio
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Observed and modeled proposed actio
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16.6 Appendix F: Analyzing the rela
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Table 1. Paired comparison of the c
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Table 3. The difference in the mean
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