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permanent barrier removal worksite. Such diversions would likely be of relatively short duration with reconnection of the worksite upon completion of the restoration. NMFS anticipates adverse effects to critical habitat from habitat restoration actions to be minor and short-term as most projects are anticipated to occur as one time disturbance events within the summer period when flows are lowest. Short-term adverse effects to rearing habitat will primarily occur as a result of dewatering the channel and increasing sediment input during instream activities. Loss of rearing sites can occur through dewatering habitat and the filling of pools with fine sediment. However, these adverse effects are expected to be temporary, and any minor disturbance to the restoration site is likely to recover within one additional year (e.g., revegetation of disturbed soils or elimination of turbid flows). 11.4.2.3 Beneficial Effects to Coho Salmon Critical Habitat Reclamation proposes to support restoration actions for the purpose of improving the conservation value of coho salmon critical habitat. Habitat restoration projects that are funded by Reclamation will be designed and implemented consistent with the techniques and minimization measures presented in the CDFW’s Restoration Manual (Flosi et al. 2010) to maximize the benefits of each project while minimizing effects to salmonids. Most restoration projects are for the purpose of restoring degraded salmonid habitat and are intended to improve instream cover, pool habitat, spawning gravels, and flow levels; remove barriers to fish passage; and reduce or eliminate erosion and sedimentation impacts. Others prevent fish injury or death, such as diversion screening projects. Although some habitat restoration projects may fail or cause small losses to the juvenile coho salmon in the project areas during construction, most of these projects are anticipated to restore salmonid habitat over the long-term. The CDFW Restoration Manual (Flosi et al. 2010) provides design guidance and construction techniques that facilitate proper design and construction of restoration projects. Properly constructed stream restoration projects will increase access, habitat complexity, stability of channels and streambanks, spawning habitat quality, and instream shade and cover. Since 2004, the annual percentage of implemented and monitored project features 7 in northern California that were rated as either good or excellent ranged between 58.5 to 85 percent, with an average of 70.9 percent (Collins 2005; CDFG 2006-2012, CDFW 2013). NMFS assumes restoration projects implemented under the proposed action will have similar effectiveness rates during the next 10 years because the Fisheries Restoration Grant Program project features evaluated are the same type of restoration as under this proposed action. Therefore, the proposed restoration should amount to about 71 percent effectiveness each year. 7 The Fisheries Restoration Grant Program project features evaluated are the same types of restoration as under this proposed action 283
Table 11.13. Annual percent of project effectiveness of California Department of Fish and Wildlife’s Fisheries Restoration Grant Program in Northern California (Collins 2005; CDFG 2006-2012, CDFW 2013). Year Projects Features with Good Total Project Features Percent of total or Excellent Rating* Evaluated* 2004 19 27 70.4 2005 402 473 85.0 2006 59 87 67.8 2007 20 27 74.1 2008 55 77 65.5 2009 62 106 58.5 2010 38 56 67.9 2011 41 55 74.5 2012 20 27 74.1 Total annual average 70.9 *excludes upslope watershed projects a. Instream Habitat Improvements Instream habitat structures and improvement projects will provide cover for juveniles to escape predators and rest, increase spawning habitat, improve upstream and downstream migration corridors, improve pool to riffle ratios, and add habitat complexity and diversity. Some structures will be designed to reduce sedimentation, protect unstable banks, stabilize existing slides, provide shade, and create scour pools. Stream enhancement techniques aimed at reducing juvenile displacement downstream during winter floods and at providing deep pools during summer low flows could substantially increase stream rearing capacity for coho salmon (Narver 1978). Placement of LWD into streams can result in the creation of pools that influence the distribution and abundance of juvenile salmonids (Spalding et al. 1995, Beechie and Sibley 1997). LWD influences the channel form, retention of organic matter and biological community composition. In small (
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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
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11.2.1 Current Condition of Critica
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11.2.2 Factors Affecting SONCC Coho
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e disoriented or displaced downstre
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enhancement, and rehabilitative act
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Water Temperature Sedimentation Org
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Figure 11.1 Longitudinal and season
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functioning floodplains that fail t
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downstream of IGD, (2) enhance coho
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few local ranchers and water distri
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in some tributaries, access to and
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11.3.7 Summary of Critical Habitat
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these two time periods, the effects
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Page 251 and 252: The PacifiCorp habitat conservation
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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
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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 and 276: Figure 11.12. Number of days per wa
Page 277 and 278: Figure 11.14. Monthly coefficient o
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Page 281 and 282: The results from Table 11.7 indicat
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Page 287 and 288: Table 11.9. Daily average mainstem
Page 289 and 290: Table 11.10. Daily average mainstem
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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
Page 299: expected to be typical riparian spe
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
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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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Page 329 and 330: 12.2.5.5 Viability Summary Though p
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Page 333 and 334: 12.2.6.2 Marine Derived Nutrients M
Page 335 and 336: fisheries south of Cape Falcon, Ore
Page 337 and 338: 12.3 Environmental Baseline of Coho
Page 339 and 340: water temperatures up to 19 ºC in
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Page 345 and 346: abundance threshold (Table 12.3). T
Page 347 and 348: mainstem Klamath and Trinity rivers
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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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