Lower Long Tom River Haibtat Improvement Project
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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............ -
Environmental Screening Of
Coachella Valley Stormwater Channel Improvement Project, Avenue 54 to Thermal Drop Structure Draft Environmental Impact Report / State Clearinghouse No. 2015111067 Appendices APPENDIX C Coachella Valley Stormwater Channel Improvement Project, Phase I Biological Resources Assessment & Coachella Valley Multiple Species Habitat Conservation Plan Compliance Report City of Coachella and Unincorporated Community of Thermal Submitted to: Terra Nova Planning & Research, Inc. 42635 Melanie Place, Suite 101 Palm Desert, CA 92211 Submitted by: Amec Foster Wheeler, Environment & Infrastructure, Inc. 3120 Chicago Avenue, Suite 110 Riverside, CA 92507 3 February 2016 Coachella Valley Water District C-1 Coachella Valley Stormwater Channel Improvement Project, Phase I Biological Resources Assessment & Coachella Valley Multiple Species Habitat Conservation Plan Compliance Report City of Coachella and Unincorporated Community of Thermal Riverside County, California Submitted to: Terra Nova Planning and Research, Inc. 42635 Melanie Place, Suite 101 Palm Desert, CA 92211 Contact: John Criste (760) 341-4800 [email protected] Submitted by: Amec Foster Wheeler, Environment & Infrastructure, Inc. 3120 Chicago Avenue, Suite 110 Riverside, CA 92507 Contact: John F. Green Senior Biologist (951) 369-8060 [email protected] 3 February 2016 Coachella Valley Stormwater Channel Improvement Project, Phase I Biological Resources Assessment & MSHCP Compliance Report February 2016 EXECUTIVE SUMMARY For the purposes of this assessment, analysis of the proposed Coachella Valley Stormwater Channel (CVSC) Improvement Project, Phase I (project) could include the following: Extension of existing and construction of new concrete-lined channel/levee banks, a fully concrete-lined channel from Airport Boulevard to the Thermal Drop Structure near Avenue 58, and construction of a bypass channel or combinations thereto. -
Chapter 10 Open Channels
Chapter 10 Open Channels Chapter 10 Open Channels Table of Contents 10-1 Introduction ...................................................................................................................................... 1 10-1-1 Chapter Overview ............................................................................................................. 1 10-1-2 Design Flows .................................................................................................................... 1 10-1-3 Channel Types .................................................................................................................. 2 10-1-4 Sediment Loads ................................................................................................................ 5 10-1-5 Permitting and Regulations ............................................................................................... 6 10-2 Natural Stream Corridors ............................................................................................................... 7 10-2-1 Functions and Benefits of Natural Streams ...................................................................... 8 10-2-2 Effects of Urbanization ..................................................................................................... 9 10-2-3 Preserving Natural Stream Corridors .............................................................................. 11 10-3 Stream Restoration Principles ..................................................................................................... -
Bear Creek Coastal Cutthroat Trout Habitat Connectivity And
Bear Creek Coastal Cutthroat Trout Habitat Connectivity and Enhancement State(s): Oregon Managing Agency/Organization: Long Tom Watershed Council and Bureau of Land Management Type of Organization: Nonprofit Organization/Federal Government Project Status: Underway Project type: WNTI Project Project action(s): Riparian or instream habitat restoration, Barrier removal or construction Trout species benefitted: coastal cutthroat trout Population: Long Tom River Watershed, Bear Creek The project will reconnect 5.5 miles of high-quality headwater spawning habitat and cold water refugia and enhance a one mile stretch of in-stream habitat for coastal cutthroat trout in western Oregon. As part of the project, four, human-made fish passage barriers will be remedied on Bear Creek, an Oregon Coast Range tributary to Coyote Creek about nine miles southwest of Eugene that provides spawning habitat and cold water refugia for coastal cutthroat trout. Three of these barriers are culverts and the other is a dam. The project will leverage significant contributions from the Bureau of Land Management (BLM) Eugene District, Oregon Watershed Enhancement Board, as well as the BLM Resource Advisory Committee to remedy fish- passage barriers on private, BLM, and Lane County Public Works property, resulting in the removal of the final four priority barriers in Bear Creek and the connection of mainstem Coyote Creek to high-quality headwater habitat. Additional project objectives are to place 60 conifer logs in a 0.5 mile stretch of Bear Creek to increase pool depth and frequency and improve in-stream habitat complexity. Effects of the project will be assessed on the physical habitat and fish community in Bear Creek by conducting pre- and post-project rapid bio- assessment snorkel surveys and large woody debris surveys. -
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 -
Drainage and Erosion Control Design Manual
City of West Lake Hills Drainage and Erosion Control Design Manual May 2020 TABLE OF CONTENTS Chapter 1 Introduction ....................................................................................................... 1 1.1 Purpose and Scope ....................................................................................................... 1 1.2 Applicability .................................................................................................................... 1 1.3 Waivers ............................................................................................................................ 1 1.4 Amending the Manual .................................................................................................. 1 1.5 References and Definition of Terms ............................................................................ 1 Chapter 2 Drainage Criteria .............................................................................................. 3 2.1 Permit Submittal Components ..................................................................................... 3 2.1.1 Preliminary Drainage Plan ......................................................................................... 3 2.1.2 Type I Development Submittal ................................................................................. 4 2.1.3 Type II Development Submittal ................................................................................ 4 2.1.4 Type III Development Submittal .............................................................................. -
Greenberry Irrigation District Proposed Water Service Contract Draft Environmental Assessment
PROPOSED WATER SERVICE CONTRACT GREENBERRY IRRIGATION DISTRICT WILLAMETTE RIVER BASIN PROJECT, BENTON COUNTY, OREGON DRAFT ENVIRONMENTAL ASSESSMENT U.S. DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION PACIFIC NORTHWEST REGION LOWER COLUMBIA AREA OFFICE PORTLAND, OREGON FEBRUARY 2007 MISSION STATEMENTS The mission of the Department of the Interior is to protect and provide access to our nations natural and cultural heritage and honor our trust responsibilities to Indian tribes and our commitments of island communities. _________________________________________ 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. PROPOSED WATER-SERVICE CONTRACT GREENBERRY IRRIGATION DISTRICT, BENTON COUNTY, WILLAMETTE RIVER BASIN PROJECT, OREGON DRAFT ENVIRONMENTAL ASSESSMENT US BUREAU OF RECLAMATION PACIFIC NORTHWEST REGION LOWER COLUMBIA AREA OFFICE PORTLAND, OR PREPARED ON THE BEHALF OF GREENBERRY IRRIGATION DISTRICT, BENTON COUNTY, OR BY CRAVEN CONSULTANT GROUP, TIGARD, OR FEBRUARY 2007 List of Acronyms and Abbreviations ACOE U.S. Army Corps of Engineers BA biological assessment BIA Bureau of Indian Affairs, Department of the Interior cfs cubic feet per second District Greenberry Irrigation District DSL Oregon Department of State Lands EA environmental assessment EFH essential fish habitat EO Executive Order ESA Endangered Species Act ESA Endangered Species Act ESU evolutionarily significant units FWS US Fish -
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 _ . -
CHAPTER-6 Cross-Drainage and Drop Structures 6.1 Aqueducts and Canal Inlets and Outlets 6.1.1 Introduction
Cross-Drainage and Drop Structures CHAPTER-6 Cross-Drainage and Drop Structures 6.1 Aqueducts and canal inlets and outlets 6.1.1 Introduction The alignment of a canal invariably meets a number of natural streams (drains) and other structures such as roads and railways, and may sometimes have to cross valleys. Cross drainage works are the structures which make such crossings possible. They are generally very costly, and should be avoided if possible by changing the canal alignment and/or by diverting the drains. 6.1.2 Aqueducts An aqueduct is a cross-drainage structure constructed where the drainage flood level is below the bed of the canal. Small drains may be taken under the canal and banks by a concrete or masonry barrel (culvert), whereas in the case of stream crossings it may be economical to flume the canal over the stream (e.g. using a concrete trough, Fig. 6.1(a)). When both canal and drain meet more or less at the same level the drain may be passed through an inverted siphon aqueduct (Fig. 6.1(d)) underneath the canal; the flow through the aqueduct here is always under pressure. If the drainage discharge is heavily silt laden a silt ejector should be provided at the upstream end of the siphon aqueduct; a trash rack is also essential if the stream carries floating debris which may otherwise choke the entrance to the aqueduct. 6.1.3 Superpassage In this type of cross-drainage work, the natural drain runs above the canal, the canal under the drain always having a free surface flow. -
1 Isaac River Condition, Condition Trajectory and Management
Memo Subject Response to information request from DEHP From Rohan Lucas Distribution BMA Date 12 February 2016 Project Broadmeadow EA amendment – Watercourse Subsidence 1 Isaac River condition, condition trajectory and management 1.1 Request The administering authority requires more information relating to the proactive management strategies that BMA will adopt to ensure the condition trajectory of the diversion is not negatively impacted by subsidence. 1.2 Response Understanding the incremental risk posed by subsidence The Isaac River diversion, constructed in the mid 1980’s was undertaken to a different standard to that which would be adopted today. The diversion underwent major erosional adjustment in the 1980’s and 1990’s (see Figure 2). Following some management intervention in the mid-late 1990’s (including timber pile fields) and a period without any major flow events from 1991 to 2007 (refer to Figure 1), the diversion underwent substantial recovery. This recovery included the deposition of benches against toe of bank and colonisation of those benches with riparian vegetation, providing a near continuous coverage along the diversion. These vegetated benches protect the near vertical, erodible upper banks from erosion in the majority of flow events (refer Figure 3). The diversion, which reduced river length by several kilometres, was constructed with two drop structures to compensate for the increase in gradient. One of these structures is now largely redundant and the other has been subject to damage from flow events and repair on numerous occasions. The remaining functional structure performs its design intent during smaller flows but is ineffective in larger flows in reducing energy conditions sufficiently. -
Drainage Basin Morphology in the Central Coast Range of Oregon
AN ABSTRACT OF THE THESIS OF WENDY ADAMS NIEM for the degree of MASTER OF SCIENCE in GEOGRAPHY presented on July 21, 1976 Title: DRAINAGE BASIN MORPHOLOGY IN THE CENTRAL COAST RANGE OF OREGON Abstract approved: Redacted for privacy Dr. James F. Lahey / The four major streams of the central Coast Range of Oregon are: the westward-flowing Siletz and Yaquina Rivers and the eastward-flowing Luckiamute and Marys Rivers. These fifth- and sixth-order streams conform to the laws of drain- age composition of R. E. Horton. The drainage densities and texture ratios calculated for these streams indicate coarse to medium texture compa- rable to basins in the Carboniferous sandstones of the Appalachian Plateau in Pennsylvania. Little variation in the values of these parameters occurs between basins on igneous rook and basins on sedimentary rock. The length of overland flow ranges from approximately i mile to i mile. Two thousand eight hundred twenty-five to 6,140 square feet are necessary to support one foot of channel in the central Coast Range. Maximum elevation in the area is 4,097 feet at Marys Peak which is the highest point in the Oregon Coast Range. The average elevation of summits in the thesis area is ap- proximately 1500 feet. The calculated relief ratios for the Siletz, Yaquina, Marys, and Luckiamute Rivers are compara- ble to relief ratios of streams on the Gulf and Atlantic coastal plains and on the Appalachian Piedmont. Coast Range streams respond quickly to increased rain- fall, and runoff is rapid. The Siletz has the largest an- nual discharge and the highest sustained discharge during the dry summer months. -
SEEDS) Sustainability Program Student Research Report
UBC Social Ecological Economic Development Studies (SEEDS) Sustainability Program Student Research Report Replacement of the Spiral Drain at the North End of UBC Campus Mona Dahir, Jas Gill, Danny Hsieh, Rachel Jackson, Michael Louws, Chris Vibe University of British Columbia CIVL 446 April 7th, 2017 Disclaimer: “UBC SEEDS Sustainability Program provides students with the opportunity to share the findings of their studies, as well as their opinions, conclusions and recommendations with the UBC community. The reader should bear in mind that this is a student research project/report and is not an official document of UBC. Furthermore, readers should bear in mind that these reports may not reflect the current status of activities at UBC. We urge you to contact the research persons mentioned in a report or the SEEDS Sustainability Program representative about the current status of the subject matter of a project/report”. UBC NORTH CAMPUS SPIRAL DRAIN REPLACEMENT Final Design Report PREPARED FOR: Client Representative: Mr. Doug Doyle, P.Eng Associate Director, Infrastructure and Planning Client: UBC Social Ecological Economic Development Studies (SEEDS) Project Team 24: Rachel Jackson Danny Hsieh Mona Dahir Michael Louws Jasninder Gill Chris Vibe April 7th, 2017 Executive Summary Vortex Consulting has prepared a detailed design report, as requested by UBC Social, Ecological, Economic Development Studies (SEEDS), for the replacement of UBC's current North Campus Stormwater Management facility, the spiral drain. This report intends to provide UBC SEEDS with an understanding of the design components, technical analysis and design, and project costs and construction sequencing, that are required to mitigate a 1 in 200 year storm event.