Analyzing Dam Feasibility in the Willamette River Watershed
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In Partial Fulfillment Of
WATER UTILI AT'ION AND DEVELOPMENT IN THE 11ILLAMETTE RIVER BASIN by CAST" IR OLISZE "SKI A THESIS submitted to OREGON STATE COLLEGE in partialfulfillment of the requirements for the degree of MASTER OF SCIENCE June 1954 School Graduate Committee Data thesis is presented_____________ Typed by Kate D. Humeston TABLE OF CONTENTS CHAPTER PAGE I. INTRODUCTION Statement and History of the Problem........ 1 Historical Data............................. 3 Procedure Used to Explore the Data.......... 4 Organization of the Data.................... 8 II. THE WILLAMETTE RIVER WATERSHED Orientation................................. 10 Orography................................... 10 Geology................................. 11 Soil Types................................. 19 Climate ..................................... 20 Precipitation..*.,,,,,,,................... 21 Storms............'......................... 26 Physical Characteristics of the River....... 31 Physical Characteristics of the Major Tributaries............................ 32 Surface Water Supply ........................ 33 Run-off Characteristics..................... 38 Discharge Records........ 38 Ground Water Supply......................... 39 CHAPTER PAGE III. ANALYSIS OF POTENTIAL UTILIZATION AND DEVELOPMENT.. .... .................... 44 Flood Characteristics ........................ 44 Flood History......... ....................... 45 Provisional Standard Project: Flood......... 45 Flood Plain......... ........................ 47 Flood Control................................ 48 Drainage............ -
A History of the Kokanee in Detroit Reservoir J. J
A HISTORY OF THE KOKANEE IN DETROIT RESERVOIR By J. J. Wetherbee, District Fishery Biologist Data on trapping and spawning by: W. C. Wingfield, Superintendent, Roaring River Hatchery Scale analysis by: F. H. Sumner, Scale analyst, Oregon Game Commission 1965 TABLE OF CONTENTS Page I. Introduction 1 II. Environment and Food Habits 1 III. Stocking 4 IV. Sport Fishery 5 V. Spawning Runs 7 VI. Egg-Take Operation 10 VII. Spawning Habits and Propagation 16 VIII. Age and Growth 19 IX. Future Outlook for Kokanee Populations in Detroit Reservoir 21 X. Considerations for Future Management of Kokanee 22 I INTRODUCTION Kokanee were originally stocked in Detroit Reservoir in 11959. This species was introduced in hopes that it would utilize pelagiczoo plankton and provide a more varied sport fishery. The trout fishery in the reservoir depends primarily on heavy plants of legal-sized rainbow trout, supplemented by stocking fingerling rainbow. As the introduction of the kokanee has been somewhat successful in this fluctuating impoundment, a compilation of all known biologi- cal data would be of interest and aid in the future management of this species. II ENVIRONMENT AND FOOD HABITS Detroit is a multi-purpose reservoir maintained by the Corps of Engineers and contains 3,580 surfaceacres at full pool and 1,250 acres at minimum pool. Elevation is 1,569 feet at full pool. An annual drawdown of about 1)40 feet is usually accomplished by December 1. The reservoir is normally maintained at full pool from May to SepteMber. As Detroit is subjected to extreme fluctuations and is character- ized by a steeply sloping shoreline, it cannot be classedas a productive water. -
Oregon Historic Trails Report Book (1998)
i ,' o () (\ ô OnBcox HrsroRrc Tnans Rpponr ô o o o. o o o o (--) -,J arJ-- ö o {" , ã. |¡ t I o t o I I r- L L L L L (- Presented by the Oregon Trails Coordinating Council L , May,I998 U (- Compiled by Karen Bassett, Jim Renner, and Joyce White. Copyright @ 1998 Oregon Trails Coordinating Council Salem, Oregon All rights reserved. No part of this document may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, recording, or any information storage or retrieval system, without permission in writing from the publisher. Printed in the United States of America. Oregon Historic Trails Report Table of Contents Executive summary 1 Project history 3 Introduction to Oregon's Historic Trails 7 Oregon's National Historic Trails 11 Lewis and Clark National Historic Trail I3 Oregon National Historic Trail. 27 Applegate National Historic Trail .41 Nez Perce National Historic Trail .63 Oregon's Historic Trails 75 Klamath Trail, 19th Century 17 Jedediah Smith Route, 1828 81 Nathaniel Wyeth Route, t83211834 99 Benjamin Bonneville Route, 1 833/1 834 .. 115 Ewing Young Route, 1834/1837 .. t29 V/hitman Mission Route, 184l-1847 . .. t4t Upper Columbia River Route, 1841-1851 .. 167 John Fremont Route, 1843 .. 183 Meek Cutoff, 1845 .. 199 Cutoff to the Barlow Road, 1848-1884 217 Free Emigrant Road, 1853 225 Santiam Wagon Road, 1865-1939 233 General recommendations . 241 Product development guidelines 243 Acknowledgements 241 Lewis & Clark OREGON National Historic Trail, 1804-1806 I I t . .....¡.. ,r la RivaÌ ï L (t ¡ ...--."f Pðiräldton r,i " 'f Route description I (_-- tt |". -
RISK ASSESSMENT of COUGAR DAM, MCKENZIE RIVER, OREGON Kevin S
RISK ASSESSMENT OF COUGAR DAM, MCKENZIE RIVER, OREGON Kevin S. Richards, PhD Senior Advisor USACE Institute for Water Resources/Risk Management Center/East Division Date: 19 September 2019 “The views, opinions and findings contained in this report are those of the authors(s) and should not be construed as an official Department of the Army position, policy or decision, unless so designated by other official documentation.” 2 PRESENTATION OUTLINE 3 PRESENTATION OUTLINE – Project Background – Risk Assessment – Path Forward and Risk Reduction Measures 4 PROJECT BACKGROUND 5 PROJECT BACKGROUND Located in the Willamette River Basin, NW Oregon South Fork of the McKenzie River, 42 Miles East of Eugene/Springfield Conservation Pool 189,000 acre-feet (summer) and 51,000 acre-feet (winter) Purposes: Flood Risk Management, Hydropower, Water Quality, Water Supply Constructed in 1963 6 PROJECT BACKGROUND 7 PROJECT BACKGROUND - STRUCTURES Rockfill Embankment Dam Elevation Top of Dam, feet (NGVD29) 1,705 + Overbuild Length, feet 1,600 Maximum Height, feet 519 Outlet Works (Tunnel) Type 13.5-ft tunnel Size of Gates (Vertical Slide x2), feet 6.5 x 12.5 Design Discharge at Max Pool, cfs 12,050 Spillway (Gated Chute) Size of Gates (Tainter x2), feet 40 x 43.3 Design Discharge, ft3/s 76,140 Gross Crest Length, feet 89 Crest Elevation, feet (NGVD29) 1,656.75 Power Plant Penstock (x1) Diameter, feet 10.5 Number of Generating Units 2 Rated Capacity, MW 25 Reservoir Minimum Power Pool, feet (NGVD29) 1,516 Minimum Flood Control Pool, feet (NGVD29) 1,532 Maximum Conservation Pool, feet (NGVD29) 1,690 Maximum Pool, feet (NGVD29) 1,699 Operations Operated remotely from Lookout Point Dam approx. -
An Evaluation of Spring Chinook Salmon Reintroductions Above Detroit Dam, North Santiam River, Using Genetic Pedigree Analysis P
AN EVALUATION OF SPRING CHINOOK SALMON REINTRODUCTIONS ABOVE DETROIT DAM, NORTH SANTIAM RIVER, USING GENETIC PEDIGREE ANALYSIS Prepared for: U. S. ARMY CORPS OF ENGINEERS PORTLAND DISTRICT – WILLAMETTE VALLEY PROJECT 333 SW First Ave. Portland, Oregon 97204 Prepared by: Kathleen G. O’Malley1, Melissa L. Evans1, Marc A. Johnson1,2, Dave Jacobson1, and Michael Hogansen2 1Oregon State University Department of Fisheries and Wildlife Coastal Oregon Marine Experiment Station Hatfield Marine Science Center 2030 SE Marine Science Drive Newport, Oregon 97365 2Oregon Department of Fish and Wildlife Upper Willamette Research, Monitoring, and Evaluation Corvallis Research Laboratory 28655 Highway 34 Corvallis, Oregon 97333 SUMMARY For approximately two decades, hatchery-origin (HOR) spring Chinook salmon have been released (“outplanted”) above Detroit Dam on the North Santiam River. Here we used genetic parentage analysis to evaluate the contribution of salmon outplants to subsequent natural-origin (NOR) salmon recruitment to the river. Despite sampling limitations encountered during several years of the study, we were able to determine that most NOR salmon sampled in 2013 (59%) and 2014 (66%) were progeny of outplanted salmon. We were also able to estimate fitness, a cohort replacement rate (CRR), and the effective number of breeders (Nb) for salmon outplanted above Detroit Dam in 2009. On average, female fitness was ~5× (2.72:0.52 progeny) that of males and fitness was highly variable among individuals (range: 0-20 progeny). It is likely that the highly skewed male:female sex ratio (~6:1) among outplanted salmon limited reproductive opportunities for males in 2009. The CRR was 1.07, as estimated from female replacement. -
Timing of In-Water Work to Protect Fish and Wildlife Resources
OREGON GUIDELINES FOR TIMING OF IN-WATER WORK TO PROTECT FISH AND WILDLIFE RESOURCES June, 2008 Purpose of Guidelines - The Oregon Department of Fish and Wildlife, (ODFW), “The guidelines are to assist under its authority to manage Oregon’s fish and wildlife resources has updated the following guidelines for timing of in-water work. The guidelines are to assist the the public in minimizing public in minimizing potential impacts to important fish, wildlife and habitat potential impacts...”. resources. Developing the Guidelines - The guidelines are based on ODFW district fish “The guidelines are based biologists’ recommendations. Primary considerations were given to important fish species including anadromous and other game fish and threatened, endangered, or on ODFW district fish sensitive species (coded list of species included in the guidelines). Time periods were biologists’ established to avoid the vulnerable life stages of these fish including migration, recommendations”. spawning and rearing. The preferred work period applies to the listed streams, unlisted upstream tributaries, and associated reservoirs and lakes. Using the Guidelines - These guidelines provide the public a way of planning in-water “These guidelines provide work during periods of time that would have the least impact on important fish, wildlife, and habitat resources. ODFW will use the guidelines as a basis for the public a way of planning commenting on planning and regulatory processes. There are some circumstances where in-water work during it may be appropriate to perform in-water work outside of the preferred work period periods of time that would indicated in the guidelines. ODFW, on a project by project basis, may consider variations in climate, location, and category of work that would allow more specific have the least impact on in-water work timing recommendations. -
Mckenzie River Sub-Basin Action Plan 2016-2026
McKenzie River Sub-basin Strategic Action Plan for Aquatic and Riparian Conservation and Restoration, 2016-2026 MCKENZIE WATERSHED COUNCIL AND PARTNERS June 2016 Photos by Freshwaters Illustrated MCKENZIE RIVER SUB-BASIN STRATEGIC ACTION PLAN June 2016 MCKENZIE RIVER SUB-BASIN STRATEGIC ACTION PLAN June 2016 ACKNOWLEDGEMENTS The McKenzie Watershed Council thanks the many individuals and organizations who helped prepare this action plan. Partner organizations that contributed include U.S. Forest Service, Eugene Water & Electric Board, Oregon Department of Fish and Wildlife, Bureau of Land Management, U.S. Army Corps of Engineers, McKenzie River Trust, Upper Willamette Soil & Water Conservation District, Lane Council of Governments and Weyerhaeuser Company. Plan Development Team Johan Hogervorst, Willamette National Forest, U.S. Forest Service Kate Meyer, McKenzie River Ranger District, U.S. Forest Service Karl Morgenstern, Eugene Water & Electric Board Larry Six, McKenzie Watershed Council Nancy Toth, Eugene Water & Electric Board Jared Weybright, McKenzie Watershed Council Technical Advisory Group Brett Blundon, Bureau of Land Management – Eugene District Dave Downing, Upper Willamette Soil & Water Conservation District Bonnie Hammons, McKenzie River Ranger District, U.S. Forest Service Chad Helms, U.S. Army Corps of Engineers Jodi Lemmer, McKenzie River Trust Joe Moll, McKenzie River Trust Maryanne Reiter, Weyerhaeuser Company Kelly Reis, Springfield Office, Oregon Department of Fish and Wildlife David Richey, Lane Council of Governments Kirk Shimeall, Cascade Pacific Resource Conservation and Development Andy Talabere, Eugene Water & Electric Board Greg Taylor, U.S. Army Corps of Engineers Jeff Ziller, Springfield Office, Oregon Department of Fish and Wildlife MCKENZIE RIVER SUB-BASIN STRATEGIC ACTION PLAN June 2016 Table of Contents EXECUTIVE SUMMARY ................................................................................................................................. -
Oakridge-Westfir Community Trails Plan
Oakridge-Westfir Community Trails Plan The Oakridge-Westfir Community Trails Committee and the Oakridge-Westfir Area Chamber of Commerce with assistance from the National Park Service Rivers, Trails and Conservation Assistance Program Table of Contents Table of Contents........................................................................................................... i Acknowledgments........................................................................................................ iii Executive Summary ...................................................................................................... 1 Planning Process .......................................................................................................... 3 Purpose .....................................................................................................................................................................3 Steps in the Trails Plan Process ................................................................................................................................3 Community Involvement ..........................................................................................................................................4 Background and History............................................................................................... 6 Economic Development................................................................................................ 7 Benefits of Non- Motorized Trails ............................................................................... -
Junction City Water Control District Long-Term Irrigation Water Service Contract
Junction City Water Control District Long-Term Irrigation Water Service Contract Finding of No Significant Impact Environmental Assessment Willamette River Basin, Oregon Pacific Northwest Region PN EA 13-02 PN FONSI 13-02 U.S. Department of the Interior Bureau of Reclamation Columbia-Cascades Area Office Yakima, Washington June 2013 MISSION STATEMENTS U.S. Department of the Interior Protecting America’s Great Outdoors and Powering Our Future The Department of the Interior protects America’s natural resources and heritage, honors our cultures and tribal communities, and supplies the energy to power our future. Bureau of Reclamation The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. FINDING OF NO SIGNIFICANT IMPACT Long-Term Irrigation Water Service Contract, Junction City Water Control District U.S. Department of the Interior Bureau of Reclamation Columbia-Cascades Area Office PN FONSI13-02 Decision: It is my decision to authorize the Preferred Alternative, Alternative B - Long-term Water Service Contract, identified in EA No. PN-EA-13-02. Finding of No Significant Impact: Based on the analysis ofpotential environmental impacts presented in the attached Environmental Assessment, Reclamation has determined that the Preferred Alternative will have no significant effect on the human environment or natural and cultural resources. Reclamation, therefore, concludes that preparation of an Environmental -
Status and Trends of Predator Species in Lookout Point Reservoir
Work Completed for Compliance with the 2008 Willamette Project Biological Opinion, USACE funding: 2014-2015 Status and Trends of Predator Species in Lookout Point Reservoir Prepared for U. S. ARMY CORPS OF ENGINEERS PORTAND DISTRICT – WILLAMETTE VALLEY PROJECT 333 S.W. First Ave. Portland, Oregon 97204 Prepared by Jason R. Brandt Fred R. Monzyk Jeremy D. Romer Ryan Emig Oregon Department of Fish and Wildlife Upper Willamette Research, Monitoring and Evaluation Program Corvallis Research Lab 28655 Highway 34 Corvallis, Oregon 97333 Cooperative Agreement: W9127N-10-2-0008 Task Order Number: 0028 March 2016 Table of Contents Summary ....................................................................................................................................................... 1 Introduction ................................................................................................................................................... 3 SECTION 1: BASELINE MONITORING OF PREDATOR POPULATIONS IN LOOKOUT POINT RESERVOIR ................................................................................................................................................ 6 Background ............................................................................................................................................... 6 Methods ........................................................................................................................................................ 7 Statistical Analysis ................................................................................................................................. -
Response to Watershed Analysis Amendment Request
Upper Middle Fork Watershed Analysis Update Response to the Watershed Analysis Amendment Request Listed below are analysis and responses provided by the Middle Fork District to issues/concerns listed in the U.S.D.I. Fish and Wildlife Service November, 1996. In this portion of the analysis amendment, the original issue is listed, as stated by the Fish and Wildlife Service. Following this, the key question and issue from the 1996 Watershed Analysis is stated. Below each key question is the scientific, analytical, and professional response to these issues. In some cases the issue presented by the Fish and Wildlife Service do not related to the key issues presented in the original watershed analysis. In these situations a new key question is developed. For the most part, the original key questions are still valid with minor changes. Listed below are the eleven aquatic habitat condition concerns. Eleven Listed Aquatic Concerns 1. Identify and map important bull trout rearing and spawning habitat, as well as current and future re-introduction sites, and potential future distribution down to Hills Creek Reservoir – if this information is known or available. Functional Relationship – Bull Trout Habitat Historical references indicate that bull trout Salvelinus confluentus in Oregon were once distributed throughout 12 basins in the Klamath River and Columbia River systems. Bull trout were probably found throughout the Willamette Basin, however available documentation is limited (Buchanan et al. 1997). Bull trout in the upper Middle Fork Willamette Watershed likely ranged throughout the mainstem Middle Fork Willamette and associated larger tributaries (Figure 1-1, Historic Bull Trout Distribution Map). -
Ground Water in the Eugene-Springfield Area, Southern Willamette Valley, Oregon
Ground Water in the Eugene-Springfield Area, Southern Willamette Valley, Oregon GEOLOGICAL SURVEY WATER-SUPPLY PAPER 2018 Prepared in cooperation with the Oregon State Engineer Ground Water in the Eugene-Springfield Area, Southern Willamette Valley, Oregon By F. J. FRANK GEOLOGICAL SURVEY WATER-SUPPLY PAPER 2018 Prepared in cooperation with the Oregon State Engineer UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1973 UNITED STATES DEPARTMENT OF THE INTERIOR ROGERS C. B. MORTON, Secretary GEOLOGICAL SURVEY V. E. McKelvey, Director Library of Congress catalog-card No. 72-600346 For sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402 Price: Paper cover $2.75, domestic postpaid; $2.50, GPO Bookstore Stock Number 2401-00277 CONTENTS Page Abstract ______________________ ____________ 1 Introduction _________ ____ __ ____ 2 Geohydrologic system ___________ __ _ 4 Topography _____________ ___ ____ 5 Streams and reservoirs ______ ___ _ __ _ _ 5 Ground-water system ______ _ _____ 6 Consolidated rocks __ _ _ - - _ _ 10 Unconsolidated deposits ___ _ _ 10 Older alluvium ____ _ 10 Younger alluvium __ 11 Hydrology __________________ __ __ __ 11 Climate _______________ _ 12 Precipitation ___________ __ 12 Temperature -__________ 12 Evaporation _______ 13 Surface water __________ ___ 14 Streamflow _ ____ _ _ 14 Major streams __ 14 Other streams ________ _ _ 17 Utilization of surface water _ 18 Ground water __________ _ __ ___ 18 Upland and valley-fringe areas 19 West side _________ __ 19 East side __________ ________________________ 21 South end ______________________________ 22 Central lowland ________ __ 24 Occurrence and movement of ground water 24 Relationship of streams to alluvial aquifers __ _ 25 Transmissivity and storage coefficient ___ _ 29 Ground-water storage _ __ 30 Storage capacity _ .