Yuba County Water Agency's Yuba River Development Project
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Sacramento River Flood Control System
A p pp pr ro x im a te ly 5 0 M il Sacramento River le es Shasta Dam and Lake ek s rre N Operating Agency: USBR C o rt rr reek th Dam Elevation: 1,077.5 ft llde Cre 70 I E eer GrossMoulton Pool Area: 29,500 Weir ac AB D Gross Pool Capacity: 4,552,000 ac-ft Flood Control System Medford !( OREGON IDAHOIDAHO l l a a n n a a C C !( Redding kk ee PLUMAS CO a e a s rr s u C u s l l Reno s o !( ome o 99 h C AB Th C NEVADA - - ^_ a a Sacramento m TEHAMA CO aa hh ee !( TT San Francisco !( Fresno Las Vegas !( kk ee e e !( rr Bakersfield 5 CC %&'( PACIFIC oo 5 ! Los Angeles cc !( S ii OCEAN a hh c CC r a S to m San Diego on gg !( ny ii en C BB re kk ee ee k t ee Black Butte o rr C Reservoir R i dd 70 v uu Paradise AB Oroville Dam - Lake Oroville Hamilton e M Operating Agency: CA Dept of Water Resources r Dam Elevation: 922 ft City Chico Gross Pool Area: 15,800 ac Gross Pool Capacity: 3,538,000 ac-ft M & T Overflow Area Black Butte Dam and Lake Operating Agency: USACE Dam Elevation: 515 ft Tisdale Weir Gross Pool Area: 4,378 ac 3 B's GrossMoulton Pool Capacity: 136,193Weir ac-ft Overflow Area BUTTE CO New Bullards Bar Dam and Lake Operating Agency: Yuba County Water Agency Dam Elevation: 1965 ft Gross Pool Area: 4,790 ac Goose Lake Gross Pool Capacity: 966,000 ac-ft Overflow Area Lake AB149 kk ee rree Oroville Tisdale Weir C GLENN CO ee tttt uu BB 5 ! Oroville New Bullards Bar Reservoir AB49 ll Moulton Weir aa nn Constructed: 1932 Butte aa CC Length: 500 feet Thermalito Design capacity of weir: 40,000 cfs Design capacity of river d/s of weir: 110,000 cfs Afterbay Moulton Weir e ke rro he 5 C ! Basin e kk Cre 5 ! tt 5 ! u Butte Basin and Butte Sink oncu H Flow from the 3 overflow areas upstream Colusa Weir of the project levees, from Moulton Weir, Constructed: 1933 and from Colusa Weir flows into the Length: 1,650 feet Butte Basin and Sink. -
Chapter 1 Purpose and Need
TESTIMONY OF STEPHEN GRINNELL, P.E., YUNG-HSIN SUN, Ph.D., AND STUART ROBERTSON, P.E. YUBA RIVER INDEX: WATER YEAR CLASSIFICATIONS FOR YUBA RIVER PREPARED FOR YUBA COUNTY WATER AGENCY PREPARED BY BOOKMAN-EDMONSTON ENGINEERING, INC. Unpublished Work © November 2000 TABLE OF CONTENTS INTRODUCTION...............................................................................................................................................1 SACRAMENTO VALLEY INDEX AND SAN JOAQUIN RIVER INDEX .................................................1 NEED FOR YUBA RIVER INDEX ..................................................................................................................2 DISTRIBUTION OF YUBA RIVER ANNUAL UNIMPAIRED FLOWS...........................................................................3 FUNCTIONS AND PURPOSES OF EXISTING FACILITIES..........................................................................................4 YUBA RIVER INDEX........................................................................................................................................6 INDEX DESIGN ...................................................................................................................................................6 INDEX DEFINITION .............................................................................................................................................7 WATER YEAR CLASSIFICATIONS OF YUBA RIVER ..............................................................................................8 -
Cottage Creek Dam Modification Project
INITIAL STUDY FOR THE COTTAGE CREEK DAM MODIFICATION PROJECT Prepared for: Yuba Water Agency 1220 F Street Marysville, CA 95901 Prepared by: 9888 Kent Street Elk Grove, CA 95624 (916) 714-1801 August 2020 INITIAL STUDY TABLE OF CONTENTS SECTION PAGE 1 INTRODUCTION ................................................................................................................................................. 1 1.1 Project Overview ..................................................................................................................................... 1 1.2 Regulatory Guidance .............................................................................................................................. 1 1.3 Public Review ......................................................................................................................................... 1 1.4 Summary of Findings .............................................................................................................................. 2 1.5 Document Organization .......................................................................................................................... 3 2 PROJECT DESCRIPTION .................................................................................................................................. 3 2.1 Project Location ...................................................................................................................................... 3 2.2 Project History and Background ............................................................................................................ -
Section 3 Existing Environment
Yuba County Water Agency Narrows Hydroelectric Project FERC Project No. 1403 SECTION 3 EXISTING ENVIRONMENT In addition to this introductory information, this section is divided into two subsections. Section 3.1 provides a general description of the river basin in which the Project occurs. Section 3.2 provides existing, relevant and reasonably available information regarding the resources. 3.1 General Description of the River Basin 3.1.1 Existing Water Projects in the Yuba River Basin Sixteen existing water projects occur in the Yuba River Basin. Eight of the water projects are licensed or exempt from licensing by FERC. Together, these eight projects have a combined FERC-authorized capacity of 782.1 MW, of which the Narrows Hydroelectric Project has approximately 1.5 percent of the total capacity. The remaining eight non-FERC-licensed projects do not contain generating facilities. Each of these water projects is described briefly below. 3.1.1.1 Narrows Hydroelectric Project The existing Narrows Hydroelectric Project is described in detail in Section 2 of this PAD. 3.1.1.2 Upstream of the Narrows Hydroelectric Project 3.1.1.2.1 South Feather Power Project The 117.5-MW South Feather Power Project, FERC Project No. 2088, is a water supply/power project constructed in the late 1950s/early 1960s and is owned and operated by the South Feather Water and Power Agency (SFWPA). None of the project facilities or features is located in the Yuba River watershed except for the Slate Creek Diversion Dam, which is located on a tributary to the North Yuba River. -
September 14, 2012 File No. 11002A Electronically Filed Honorable
September 14, 2012 File No. 11002A Electronically Filed Honorable Kimberly D. Bose, Secretary Federal Energy Regulatory Commission 888 First Street, NE Washington, DC 20426 SUBJECT: Drum-Spaulding Project, Pacific Gas and Electric Company, Project No. 2310- 193 Yuba-Bear Hydroelectric Project, Nevada Irrigation District, Project No. 2266-102 REPLY COMMENTS of Placer County Water Agency on the California Department of Fish and Game’s Federal Power Act § 10(j) Recommendations Dear Secretary Bose: Pursuant to the Commission’s January 19, 2012 Notice Soliciting Motions to Intervene, Protests, Comments, and Recommendations, and the Commission’s February 29, 2012 Notice extending time to file motions to intervene and comments, Placer County Water Agency (PCWA) submits comments on the California Department of Fish and Game’s (CDFG) § 10(j) Recommendations for Pacific Gas and Electric Company’s (PG&E) Drum-Spaulding Project (FERC No. 2310)1 and Nevada Irrigation District’s (NID) Yuba-Bear Hydroelectric Project (FERC No. 2266)2 filed on July 30, 2012. PCWA’s interest in the aforementioned projects and background information are 1 Response to Notice of Ready for Environmental Analysis FEDERAL POWER ACT SECTION 10(j) and 10(a) RECOMMENDATIONS Drum-Spaulding Hydroelectric Project (Project No. 2310-193) (Jul 30, 2012). eLibrary No. 20120730-5181. 2 Response to Notice of Ready for Environmental Analysis FEDERAL POWER ACT SECTION 10(j) and 10(a) RECOMMENDATIONS Yuba-Bear Hydroelectric Project (Project No. 2266-102) (Jul 30, 2012). eLibrary No. 20120730-5174. September 14, 2012 Page 2 explained in detail in its letters of intervention, filed with the Federal Energy Regulatory Commission (FERC or Commission) on July 30, 20123. -
Exhibit a Project Description
Application for New License Major Project – Existing Dam Exhibit A Project Description Security Level: Public Yuba River Development Project FERC Project No. 2246 Prepared by: Yuba County Water Agency 1220 F Street Marysville, CA 95901 www.ycwa.com April 2014 ©2014, Yuba County Water Agency. All Rights Reserved Yuba County Water Agency Yuba River Development Project FERC Project No. 2246 Table of Contents Section No. Description Page No. 1.0 Introduction ..................................................................................................................... A-1 2.0 Project Location .............................................................................................................. A-2 3.0 Project Facilities and Features ........................................................................................ A-7 3.1 New Colgate Development ................................................................................. A-8 3.1.1 Developmental Facilities ........................................................................ A-8 3.1.2 New Colgate Development Recreation Facilities ................................. A-15 3.1.2.1 New Bullards Bar Reservoir .................................................. A-18 3.1.2.2 Project Diversion Dam Impoundments .................................. A-38 3.1.3 Streamflow Gages ................................................................................. A-39 3.1.4 Roads..................................................................................................... A-40 -
Bowman South Dam Seismic Stability Analyses
Nevada Irrigation District Staff Report for the Regular Meeting of the Board of Directors, August 14, 2019 TO: Honorable Board of Directors FROM: Keane Sommers, P.E., Hydroelectric Manager Dar Chen, P.E., G.E., Senior Engineer - Dam Safety DATE: August 7, 2019 SUBJECT: Bowman South Dam Seismic Stability Analyses HYDROELECTRIC RECOMMENDATION: Award a sole source contract in the amount of $225,581.30 to Quest Structures for the Bowman South Dam Seismic Stability Analyses, and authorize the General Manager to execute the necessary documents. BACKGROUND: Bowman South Dam is a 105-foot-high and 567-foot-long concrete arch dam built in 1927 in a small canyon south of Bowman North Rockfill Dam. Both of the dams form Bowman Lake, which stores and transmits water from 6 other reservoirs on Canyon Creek and the Middle Yuba River upstream to Canyon Creek and the Bowman- Spaulding Canal downstream. According to the Federal Energy Regulatory Commission (FERC) and the Division of Safety of Dams of California (DSOD), Bowman South is classified as an extremely-high-hazard dam due to the potential impacts on the downstream lives and properties in the case of its failure. It is approximately 15 miles west of the Mohawk Valley fault, which can generate up to a magnitude 7.3 earthquake. The last seismic stability analysis for the dam was performed in the mid-1990s. The study identified potential instabilities at the left abutment thrust block. Since then, the seismic criteria and the method of stability analyses have greatly evolved. Based on their dam safety inspections in 2012 and 2016, the FERC required Independent Consultants recommended that the District complete seismic stability analysis updates of the dam based on the latest seismic ground motions and methods of analysis, which include 3-D non-linear, dynamic, finite-element modeling of the dam. -
Some Dam – Hydro Newstm
10/2/2015 Some Dam – Hydro News TM And Other Stuff i Quote of Note: “I hate quotations. Tell me what you know.” – -RALPH WALDO EMERSON Some Dam - Hydro News Newsletter Archive for Back Issues and Search http://npdp.stanford.edu/ Click on Link (Some Dam - Hydro News) Bottom Right - Under Perspectives “Good wine is a necessity of life.” - -Thomas Jefferson Ron’s wine pick of the week: 2012 Kaiken Malbec "Ultra" “ No nation was ever drunk when wine was cheap. ” - - Thomas Jefferson Dams: (It only takes money – got any?) Time running out on water pact By LACEY JARRELL H&N Staff Reporter, Sep 20, 2015, heraldandnews.com A coalition of water stakeholders visited Washington, D.C., earlier this month to bolster support for long-term water security and fishery restoration in the Klamath Basin. On Wednesday and Thursday, Sept. 9 and 10, more than one dozen stakeholders met with several Oregon and California delegates in Washington, D.C., to reinforce the importance, and the urgency, of passing water legislation this year. The team — representatives from agricultural, tribal and environmental interests — traveled 2,400 miles to the East Coast to discuss the massive hit the Basin’s $600 million-per-year 1 Copy obtained from the National Performance of Dams Program: http://npdp.stanford.edu ag industry and endangered fish esteemed by tribes will take if Senate Bill 133 — the Klamath Water Recovery and Economic Restoration Act — fails to pass Congress in 2015. “It was a coordinated effort on all fronts,” said Brad Kirby, assistant manager of Tulelake Irrigation District. -
Request for Rehearing of Order on Waiver of Water Quality Certification
FEDERAL ENERGY REGULATORY COMMISSION ____________________________________ ) Yuba County Water Agency ) ) P-2246-065 Yuba River Development Project ) ____________________________________) FOOTHILL WATER NETWORK’S REQUEST FOR REHEARING OF ORDER ON WAIVER OF WATER QUALITY CERTIFICATION Pursuant to Federal Power Act (FPA) section 313(a) and the Commission’s Rules of Practice and Procedure, see 18 C.F.R. § 385.713, the Foothills Water Network and its member organizations petition for rehearing of the “Order on Waiver of Water Quality Certification,” 171 FERC ¶ 61,029 (Order), issued in the relicensing of Yuba County Water Agency’s (YCWA) Yuba River Development Project (Project). At YCWA’s request, the Order finds that the California State Water Resources Control Board (State Water Board) waived its authority under section 401(a)(1) of the Clean Water Act (CWA)1 to issue water quality certification for the relicensing of the Project. This finding is based on the Commission’s recently adopted interpretation of the one-year deadline for a state to act on a request for water quality certification (§ 401 request) under CWA section 401. Under the Commission’s interpretation, a State waives its authority to certify an activity (§ 401 authority) if an applicant withdraws and resubmits a § 401 request and the State does not act on the withdrawn request within one year. This interpretation reverses the Commission’s longstanding position that an applicant’s withdrawal-and-resubmittal of a request triggers a new one-year period for the State to act. The Commission’s new interpretation of Section 401 is not supported by the statute or court precedent interpreting the statute, is an inequitable result under 1 33 U.S.C. -
Climate Change and Flood Operations in the Sacramento Basin, California Ann D
JULY 2011 Climate Change and Flood Operations in the Sacramento Basin, California Ann D. Willis1, Jay R. Lund2, Edwin S. Townsley3, and Beth A. Faber4 ABSTRACT INTRODUCTION Climate warming is likely to challenge many cur- It is often desirable to change regulatory policies with rent conceptions and regulatory policies, particularly changing conditions. A changing climate, along with for water management. A warmer climate is likely to other changes in floodplain land use and flood warn- hinder flood operations in California’s Sacramento ing and forecasting, will pose problems and oppor- Valley by decreasing snowpack storage and increas- tunities for existing flood management (IPCC 2007). ing the rain fraction of major storms. This work This paper focuses on the implications of not adapt- examines how a warmer climate would change flood ing reservoir operating policies for flood management peaks and volumes for nine major historical floods in California’s Sacramento Valley for various forms entering Shasta, Oroville, and New Bullards Bar res- of climate warming. This complements the existing ervoirs, using current flood flow forecast models and literature on adapting water management to changes current flood operating rules. Shasta and Oroville in climate in California (Carpenter and others 2001, have dynamic flood operation curves that accommo- 2003; Tanaka and others 2006; Zhu and others 2007; date many climate-warming scenarios. New Bullards Anderson and others 2008; Hanak and Lund 2008; Bar’s more static operating rule performs poorly for Medellin–Azuara and others 2008). these conditions. Revisiting flood operating rules is When dams are built for flood management, a flood an important adaptation for climate warming. -
NEW BULLARDS BAR DAM WHITEWATER BOATING STUDY December 19, 2008
Yuba County Water Agency Yuba River Development Project FERC Project No. 2246 NEW BULLARDS BAR DAM WHITEWATER BOATING STUDY December 19, 2008 1.0 Introduction The Yuba County Water Agency (YCWA) intends to apply to the Federal Energy Regulatory Commission (FERC) for a new license for the Yuba River Development Project (Project), FERC Project No. 2246, by April 30, 2014. At the current time, YCWA intends to relicense the Project using FERC’s Integrated Licensing Process (ILP), which requires YCWA file with FERC a Pre- Application Document (PAD), which would include existing, relevant and reasonably available information regarding resources that could potentially be affected by continued operation of the Project, sometime between five and five and one-half years before the existing license expires on April 30, 2016. YCWA determined that it had an opportunity in fall 2008 during scheduled higher flow releases from New Bullards Bar Dam to gather additional information regarding the potential whitewater boating characteristics of North Yuba River and Yuba Rivers from New Bullards Bar Dam to Rices Crossing. To facilitate this data gathering, YCWA consulted with American Whitewater (AW) and performed the study described below. YCWA and AW agreed that performance of this study did not presuppose the outcome of the Relicensing with regards to whitewater boating. YCWA Unequivocally States Whitewater Boating Is An Inherently Dangerous Activity That Could Result In Serious Injury Or Death For Participants. YCWA Does Not Promote Whitewater Boating In Any Way And Specifically Not In The North Yuba River and Yuba Rivers From New Bullards Bar Dam To Rices Crossing. -
Conceptual Model of Sediment Processes in the Upper Yuba River Watershed, Sierra Nevada, CA
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln USGS Staff -- Published Research US Geological Survey 2005 Conceptual model of sediment processes in the upper Yuba River watershed, Sierra Nevada, CA Jennifer A. Curtis U.S. Geological Survey, [email protected] Lorraine E. Flint U.S. Geological Survey Charles N. Alpers U.S. Geological Survey, [email protected] Sarah M. Yarnell University of California - Davis Follow this and additional works at: https://digitalcommons.unl.edu/usgsstaffpub Part of the Earth Sciences Commons Curtis, Jennifer A.; Flint, Lorraine E.; Alpers, Charles N.; and Yarnell, Sarah M., "Conceptual model of sediment processes in the upper Yuba River watershed, Sierra Nevada, CA" (2005). USGS Staff -- Published Research. 482. https://digitalcommons.unl.edu/usgsstaffpub/482 This Article is brought to you for free and open access by the US Geological Survey at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in USGS Staff -- Published Research by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. Geomorphology 68 (2005) 149–166 www.elsevier.com/locate/geomorph Conceptual model of sediment processes in the upper Yuba River watershed, Sierra Nevada, CA Jennifer A. Curtisa,*, Lorraine E. Flinta, Charles N. Alpersa, Sarah M. Yarnellb aU.S. Geological Survey, Placer Hall, 6000 J Street, Sacramento, CA 95819, United States bDepartment of Hydrologic Sciences, University of California, Davis, One Shields Avenue, Davis, CA 95616, United States Received 19 July 2004; received in revised form 15 November 2004; accepted 19 November 2004 Available online 19 January 2005 Abstract This study examines the development of a conceptual model of sediment processes in the upper Yuba River watershed; and we hypothesize how components of the conceptual model may be spatially distributed using a geographical information system (GIS).