Where Salmon Scale Ladder at Baker River Dam
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Baker Sockeye Briefing
Baker Sockeye Briefing Aaron Dufault and Edward Eleazer Commission Meeting 10/27/2017 WA Dept. of Fish and Wildlife, Information subject to changes 1 Outline • History/Background • Fishery Management • Harvest/Sharing Updated through 2017 • Challenges • Proposed solutions • Summary Commission Meeting 10/27/2017 WA Dept. of Fish and Wildlife, Information subject to changes 2 Baker Lake History • Native Baker River sockeye run blocked by Lower Baker Dam (Lake Shannon) in 1925 – ladder for fish passage • Upper Baker Dam (1959) – enlarged Baker lake • Blocked upstream fish passage • Human transport of adults/smolts from lake to Baker river • Hatchery dependent run – low levels of natural spawning in Baker Lake/River Commission Meeting 10/27/2017 WA Dept. of Fish and Wildlife, Information subject to changes 3 Fishing Locations – Skagit R. Baker Lake Lake Shannon Tribal U&A * Baker Trap Rec. Fishery * Mt. Vernon Skagit Bay Commission Meeting 10/27/2017 WA Dept. of Fish and Wildlife, Information subject to changes 4 In-Season Management • Baker Trap Counts • Flow Dependent – can be variable • 20 day migration from mouth to trap • Treaty Test Fisheries 6/1 6/11 6/21 7/1 7/11 7/21 7/31 8/10 8/20 8/30 • Started in 2012 – no timeline if/when test fisheries will become useful for in-season run updates • In-Season Update (ISU) Models– utilize trap counts to predict total runsize • Reliability of models greatly increases after 50% migration • Migration time limits effectiveness of in-season actions Commission Meeting 10/27/2017 WA Dept. of Fish and Wildlife, Information subject to changes 5 2014/15 Baker Lake Workshops • 2 Public Workshops in Fall/Winter 2014/15 • Prompted following poor return in 2014 and sharing imbalance between state and tribes • Primary Outcomes: • River vs Lake Fishery Priority of harvest (sliding scale with runsize) • Bag limits (runsize dependent in lake) • Fisheries start and end dates • Post 2014/15 workshops, continue to work with key stakeholders to address concerns • Most recent meeting on Oct. -
Fishway Ladder
FREQUENTLY ASKED QUESTIONS A. Fishway B. Riverwalk C. DNR Compliance with NR 333 D. Dam Removal E. Property Issues F. Fish and Aquatic Life G. Wildlife H. Recreational Use A. Fishway 1. What is the estimated cost to build a fishway at Bridge Street dam? The engineering consultant, Bonestroo, has estimated the cost at $1.3 million per the NOAA grant. 2. If the fishway is constructed next year, will it have to be rebuilt when the dam needs to be removed and replaced? Essentially no. Most of the fishway is a separate upstream structure and will not be impacted by demolition and construction of a new dam. The fishway entrance area may need to be modified if a new dam is installed or if the dam abutments are altered. 3. Why is the fishway being constructed on the west bank of the river? The west bank allows land owned by the Village of Grafton to be used for a portion of the channel alignment. Furthermore, the heaviest construction will likely be in the area currently owned by the Village (penetration of the west dam abutment). Other advantages include the appeal to tourists able to view fish entering and ascending the fishway from the riverwalk, and the known presence of shallow bedrock helping assure good foundation characteristics. Furthermore, the historic mill race crosses the area, and a portion of the mill race alignment may assist with fishway construction. 4. How long will it take to complete the construction of the fishway? The fishway will be completed by late fall of 2010. -
Mount Baker, Washington
WATER-QUALITY EFFECTS ON BAKER LAKE OF RECENT VOLCANIC ACTIVITY AT MOUNT BAKER, WASHINGTON GEOLOGICAL SURVEY PROFESSIONAL PAPER 1022-B Prepared in cooperation with the State of Washington Department of Ecology Water-Quality Effects on Baker Lake of Recent Volcanic Activity at Mount Baker, Washington By G. C. BORTLESON, R. T. WILSON, and B. L. FOXWORTHY VOLCANIC ACTIVITY AT MOUNT BAKER, WASHINGTON GEOLOGICAL SURVEY PROFESSIONAL PAPER 1022-B Prepared in cooperation with the State of Washington Department of Ecology UNITED STATES GOVERNMENT PRINTING OFFICE:1977 UNITED STATES DEPARTMENT OF THE INTERIOR CECIL D. ANDRUS, Secretary GEOLOGICAL SURVEY V. E. McKelvey, Director Library of Congress Cataloging in Publication Data Bortleson, Gilbert Carl, 1940- Water-quality effects on Baker Lake of recent volcanic activity at Mount Baker, Washington. (Volcanic Activity at Mt. Baker) (Geologic Survey Professional Paper 1022-B) Bibliography: p. 30. Supt.ofDocs.no.: I 19.16:1022-6 1. Water quality-Washington (State)--Baker Lake. 2. Volcanism-Washington (State). 3. Baker, Mount, Wash. I. Wilson, Reed T., joint author. II. Foxworthy, Bruce, La Verne, 1925- joint author. III. Washington (State). Dept. of Ecology. IV. Title. V. Series: Volcanic activity at Mount Baker, Washington. VI. Series: United States Geological Survey Professional Paper 1022-B. TD224.W2B67 363.6'1 77-21097 For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 Stock Number 024-001-03008-0 CONTENTS Conversion factors _________________________. Ill Quality of surface waters draining to Baker Lake ______B16 Abstract__________________________________. Bl Water in Sherman Crater __________________ 16 Introduction ______________________________. 1 Boulder Creek and other streams _____________. -
Fish Passage Engineering Design Criteria 2019
FISH PASSAGE ENGINEERING DESIGN CRITERIA 2019 37.2’ U.S. Fish and Wildlife Service Northeast Region June 2019 Fish and Aquatic Conservation, Fish Passage Engineering Ecological Services, Conservation Planning Assistance United States Fish and Wildlife Service Region 5 FISH PASSAGE ENGINEERING DESIGN CRITERIA June 2019 This manual replaces all previous editions of the Fish Passage Engineering Design Criteria issued by the U.S. Fish and Wildlife Service Region 5 Suggested citation: USFWS (U.S. Fish and Wildlife Service). 2019. Fish Passage Engineering Design Criteria. USFWS, Northeast Region R5, Hadley, Massachusetts. USFWS R5 Fish Passage Engineering Design Criteria June 2019 USFWS R5 Fish Passage Engineering Design Criteria June 2019 Contents List of Figures ................................................................................................................................ ix List of Tables .................................................................................................................................. x List of Equations ............................................................................................................................ xi List of Appendices ........................................................................................................................ xii 1 Scope of this Document ....................................................................................................... 1-1 1.1 Role of the USFWS Region 5 Fish Passage Engineering ............................................ -
Fish Passage Profiles Evaluation Report
Potter Valley Project Ad Hoc Committee Fish Passage Profiles Evaluation Report December 2019 Developed by the Fish Passage Working Group Fish Passage Working Group Report Contributors Scenarios and Options Subgroup Scoring Subgroup Craig Addley (Consultant to PG&E) Craig Addley (Consultant to PG&E) Joshua Fuller (NMFS) Joshua Fuller (NMFS) Paul Kubicek (PG&E) Damon Goodman (USFWS) Jon Mann (CDFW) Paul Kubicek (PG&E) David Manning (Sonoma Water) Jon Mann (CDFW) Scott McBain (Consultant to RVIT) David Manning (Sonoma Water) Darren Mierau (CalTrout) Scott McBain (Consultant to RVIT) Steve Thomas (NMFS) Darren Mierau (CalTrout) Allen Renger (CDFW) Steve Thomas (NMFS) Larry Wise (PG&E) The scenarios subgroup developed the conceptual passage scenarios and options. The scoring subgroup developed and used a passage scoring matrix to evaluate the passage options. Facilitation Team Facilitators Gina Bartlett and Stephanie Horii of Consensus Building Institute assisted the subgroups to document the process and compile results into this final report. 2 Executive Summary Background and Purpose The Potter Valley Project on the Eel River is a set of hydroelectric facilities that includes two large dams (Scott and Cape Horn), water-diversion facilities, and a powerhouse. The project involves an inter-basin transfer that stores winter runoff from the upper Eel River and diverts much of that water to the Russian River to generate hydroelectric power and meet contract water demands. Scott Dam, which creates Lake Pillsbury, is a complete barrier to native fish species, preventing access to high value habitat for federally Endangered Species Act (ESA)-listed anadromous salmonids. To balance diverse Potter Valley Project interests, Congressman Jared Huffman established an Ad Hoc Committee comprised of representative stakeholder groups across four counties, who have agreed to work collaboratively towards a two-basin solution. -
Open House Summary Report
Nimbus Hatchery Fish Passage Project Environmental Impact Statement and Environmental Impact Report Open House Summary Report Rancho Cordova, California US Department of the Interior Bureau of Reclamation California Department of Fish and Game February 2011 Contents Page 1. Introduction ............................................................................................................1 1.1 Overview of the Public Involvement Process ..............................................1 1.2 Description of the Public Involvement Process to Date ..............................2 2. Meeting Overview ..................................................................................................5 3. Comment Summary ...............................................................................................7 4. Future Steps ............................................................................................................9 4.1 Summary of Future Steps and Public Participation Opportunities ..............9 4.2 Contact Information .....................................................................................9 Table Page 3-1 Summary of Comments ...........................................................................................8 Appendix Draft EIS/EIR Public Involvement Materials Nimbus Hatchery Fish Passage Project EIS/EIR February 2011 Open House Summary Report i Acronyms Acronym Full Phrase CCAO Central California Area Office CCR California Code of Regulations CDFG California Department of Fish and Game CEQA California -
Fish Passage at Dams Strategic Analysis
Fish Passage at Dams Strategic Analysis Wisconsin Department of Natural Resources February 5, 2018 Nature-like Fishway at Thiensville Dam on Milwaukee River in Ozaukee County, WI Table of Contents Foreword ....................................................................................................................................................... 4 Executive Summary ....................................................................................................................................... 5 1 History of Fish Passage at Dams Policy in Wisconsin ............................................................................ 7 2 Regulatory Framework and Department Procedures and Guidelines ................................................ 11 3 Types of Fish Passage .......................................................................................................................... 19 3.1 Overview ..................................................................................................................................... 19 3.2 Upstream Fish Passage Technologies ......................................................................................... 19 3.2.1 Fishways (Passive) ............................................................................................................... 20 3.2.2 Fish Lifts and Locks (Active) ................................................................................................ 26 3.2.3 Collection and Transport (Active) ...................................................................................... -
8 Chittenden Locks 47
Seattle’s Aquatic Environments: Hiram M. Chittenden Locks Hiram M. Chittenden Locks The following write-up relies heavily on the Hiram M. Chittenden Locks/Salmon Bay Subarea Chapter by Fred Goetz in the Draft Reconnaissance Assessment – Habitat Factors that Contribute to the Decline of Salmonids by the Greater Lake Washington Technical Committee (2001). Overview The Hiram M. Chittenden Locks (Locks) were Operation of the navigational locks involves constructed by the U.S. Army Corps of Engineers raising or lowering the water level within either (the Corps) in 1916 and commissioned in 1917. the large or small lock chamber so that vessels may The Locks were built as a navigation project to pass between the two waterbodies. The filling and allow boats to travel from the marine waters of emptying of the large lock chamber is achieved by Puget Sound to the protected freshwaters of Lake use of a system of two large conduits that can Union and Lake Washington. The Locks are either fill the entire lock or half of the lock. This comprised of two navigational lock chambers: a is achieved by using a miter gate that divides the large lock that accommodates both large and small large lock chamber into two sections. Water is vessels and a small lock used by smaller vessels. In taken into the conduits via two culvert intakes addition to the lock chambers, the Locks include a located immediately upstream of the structure. dam, 6 spillway bays, and a fish ladder. Water is conveyed through each conduit and is The Locks form a dam at the outlet of the Lake discharged into the lock chamber through outlet Washington and Lake Union/Ship Canal system culverts on each side of the chamber. -
The Efficiency of a Fish Ladder for Salmonid Upstream Migration in a Swedish Stream Potential Impact of a Hydropower Station on Connectivity and Recruitment
The Efficiency of a Fish Ladder for Salmonid Upstream Migration in a Swedish Stream Potential Impact of a Hydropower Station on Connectivity and Recruitment Anton Larsson Degree project for Master of Science in Biology Animal Ecology, 30 hec, AT 2016 Department of Biological and Environmental Sciences University of Gothenburg Supervisors: Johan Höjesjö, Lars-Olof Ramnelid, Daniel Johansson Examiner: Charlotta Kvarnemo Abstract Assessments of the function of fish passages are typically rare, although the approach is frequently implemented to mitigate adverse effects of hydropower plants. In this study 249 electro fishing samples from 1979-2015, were used to assess the efficiency of a fish ladder to allow upstream migration of salmonids past a hydropower station in Örekilsälven, Sweden. Densities of brown trout (both young of the year, 0+, and older juveniles, >0+) did not increase in the area upstream the hydropower station after construction of the fish passage; neither did the densities of salmon 0+. >0+ salmon had a higher density upstream the hydropower station after completion of the fish ladder, however this is most likely explained by extensive fish translocations. 0+ salmon were only found in 5 % of the sampling occasions upstream the power station when translocations were removed, whereas 0+ brown trout were found in 44.3 %. No effect of discharge for ascension was found in the study. The efficiency of the passage was determined low and non-satisfactory for Atlantic salmon and brown trout, although the evaluation is more difficult for brown trout as a consequence of resident forms. Smolt models indicate that contemporary smolt escapement of both salmon and brown trout almost exclusively originate from the downstream areas. -
Download Poster of AUBURN RAVINE FISH LADDER PROJECT Overview
ENHANCING OUR REGIONAL ECOSYSTEM : AUBURN RAVINE FISH LADDER PROJECT nto s e uc m k ra e ttonwo c r o o a c d s Why Build a Fish Ladder ? Fish such as salmon and steelhead are anadromous, meaning they are born in freshwater streams and rivers, migrate downstream to the ocean where Plantings Fish they spend a few years maturing, then return to Sierra streams to spawn. Fish To improve ecosystem function and diversity, ladders are designed to provide migrating fish with support to pass around The fish in Auburn Ravine include Chinook native vegetation species were planted salmon (Oncorhynchus tshawytscha), a particular obstruction like this gauging station. The streambed in Auburn within the bed and along banks of the steelhead trout (Oncorhynchus mykiss), Ravine has gravel areas that make suitable spawning habitat for anadromous Auburn Ravine fish ladder. Site specific plants were chosen to promote Sacramento pikeminnow (Ptychocheilus salmonids like fall and late fall-run Chinook salmon and steelhead trout. grandis), Sacramento sucker natural nutrient filtration, water quality, By installing this fish ladder on Auburn Ravine, a partial barrier to upstream (Catostomus occidentalis), Lamprey WHEN DO sediment trapping functions, and s (Entosphenus tridentatus) and Speckled te habitats has been removed making it easier for salmon and steelhead to erosion and bank stabilization controls. Dace (Rhinichthys osculus). Salmon, elhead reach these upstream spawning areas. THE FISH RUN? These vegetation species include steelhead and lamprey all use Auburn native sedge and rush grasses, willow, l a Ravine for spawning while the remaining alder and cottonwood. This restored fish are year-round residents. -
Baker River Hydroelectric Project FERC No
Baker River Hydroelectric Project FERC No. 2150 PDEA Initial Review Comments 1/16/04 The documents available to the general public, apparently Volume I, Part 1 of 2, and Volume II, Part 1 of 2, exclude key information including the results of numerous studies and other documents that are part of the license submittal. Because so many studies are incomplete and have therefore not been incorporated into the substantive compilation of factual material relevant to the current re-licensing effort, it is difficult to comment from the County’s perspective regarding addition of flood storage in the Baker Project. For example, there are several references to study “A09,” as yet incomplete, which will provide essential information regarding salmonid spawning and rearing habitat. It is also difficult to comment on a report that does not include the recommended conditions considered necessary to protect fish and wildlife from the federal resource agencies. In numerous instances, the PDEA refers to future actions that will be undertaken after the license is issued. (See page 5-117.) The mechanism to ensure these actions are completed is not clear. It should be noted that Puget Sound Energy (PSE) has refused to conduct a flood control study1 requested by Skagit County on December 2, 2002, to verify the County’s reservoir elevation recommendations, primarily based upon a concern that this study will not be complete in time to include with the license submittal. Yet in several other areas of the re-licensing effort, results of other studies are clearly -
D Electric Resources & Alternatives
D Electric Resources & Alternatives This appendix describes PSE’s existing electric resources; current electric resource alternatives and the viability and availability of each; and estimated ranges for capital and operating costs. 1 1 / Operating costs are defined as operation and maintenance costs, insurance and property taxes. Capital costs are defined as depreciation and carrying costs on capital expenditures. D- 1 FINAL PSE 2021 IRP D Electric Resources & Alternatives Contents 1. RESOURCE TYPES D-3 2. EXISTING RESOURCES INVENTORY D-7 • Supply-side Thermal Resources • Supply-side Renewable Resources • Supply-side Contract Resources • Supply-side Transmission Resources • Demand-side Resources • Demand-side Customer Programs 3. ELECTRIC RESOURCE ALTERNATIVES D-36 • Demand-side Resource Costs and Technologies • Supply-side Renewable Resource Costs and Technologies • Supply-side Thermal Resource Costs and Technologies D- 2 FINAL PSE 2021 IRP D Electric Resources & Alternatives 1. RESOURCE TYPES The following overview summarizes some of the distinctions used to classify electric resources. Supply-side and Demand-side Both of these types of resources are capable of enabling PSE to meet customer loads. Supply- side resources provide electricity to meet load, and these resources originate on the utility side of the meter. Demand-side resources contribute to meeting need by reducing demand. An “integrated” resource plan includes both supply- and demand-side resources. SUPPLY-SIDE RESOURCES for PSE include: • Generating plants, including