Upper San Joaquin River Basin Storage Investigation Draft

Total Page:16

File Type:pdf, Size:1020Kb

Upper San Joaquin River Basin Storage Investigation Draft Chapter 11 Geology and Soils This chapter describes the affected environment for geology and soils, as well as potential environmental consequences and associated mitigation measures, as they pertain to implementing the alternatives. This chapter presents information on the primary study area (area of project features, the Temperance Flat Reservoir Area, and Millerton Lake below RM 274). It also discusses the extended study area (San Joaquin River from Friant Dam to the Merced River, the San Joaquin River from the Merced River to the Delta, the Delta, and the CVP and SWP water service areas). Affected Environment This section describes the affected environment related to geology, geologic hazards, erosion and sedimentation, geomorphology, mineral resources, soils, and salts. Where appropriate, geology and soils characteristics are described in a regional context, including geologic provinces, physiographic regions, or other large-scale areas, with some area-specific geologic maps and descriptions of specific soil associations. Geology This section describes the geology of the primary and extended study areas. Primary Study Area A description of the surficial geologic units encountered in the primary study area is presented in Table 11-1. Geologic maps of the primary study area and the area of project features are presented in Figure 11-1 and Figure 11-2, respectively. Draft – August 2014 – 11-1 Upper San Joaquin River Basin Storage Investigation Environmental Impact Statement Table 11-1. Description of Surficial Geologic Units of the Primary Study Area Geologic Map of Millerton Lake Quadrangle, West-Central Sierra Nevada, California1 Formation Surficial Deposits General Features Abbreviation Plutonic rocks characterized by undeformed blocky hornblende prisms as long as 1 cm and by biotite books as Tonalite of Blue Canyon much as 5 mm across. Surface geology would potentially be Kbl - blocky hornblende intercepted by area project features, including the 500-foot facies power transmission alignment and haul roads under Option C. Metamorphosed volcanic and volcanogenic rocks Metamorphosed characterized as generally strongly foliated and lineated with Pzv Volcanic and amphibolite, often massive. Surface geology would be Volcanogenic Rocks intercepted by area project features, including access roads cut and fill and the powerhouse footprint. Metasedimentary rocks are strongly foliated and lineated with Metasedimentary Rocks Pzs minor folds that are isoclinal, and which axes plunge steeply. - quartz-biotite schist These rocks include thin layers of quartzite. Biotite-rich facies of the tonalite of Blue Canyon in the northeastern part of the primary study area may contain 5 to 12 percent poikilitic K-feldspar crystals 1 to 3 cm across. The Tonalite of Blue Canyon Kblb portion of the biotite-rich facies in the south-central portion of - Biotite-rich facies the quadrangle that overlaps with the primary study area may contain subhedral biotite books and quartz crystals as large as 1 cm across. Gabbro is primarily plagioclase-hornblende that exhibits a range of textures and locally contains minor olivine and/or augite. Surface geology would be intercepted by area project KJgb Gabbro features, including access and haul roads, cut and fill, potential batch plant (Options A, B, and C), diversion tunnel, and selective level intake structure (Alternative Plan 4). Debris flow deposits may be a few meters thick and are typically composed of angular trachyandesite blocks, from erosional undercutting of margins of Kennedy Table, and Qdf Debris Flow rounded metavolcanic cobbles in a sandy matrix. Surface geology could be intercepted by potential area project features, including access roads under Option C. Millerton Ridge pluton is located in the south-central part of the quadrangle and would overlap with area project, features including the potential aggregate quarry (Option A) and batch Kgd Biotite Granodiorite plant (Options A, B, and C), a portion of the proposed Temperance Flat RM 274 Dam site, and staging area. Millerton Ridge is a leucogranodiorite and contains garnet (0.1 – 2 mm across) along the western edge. Metamorphosed volcanic and volcanogenic rocks Metamorphosed characterized as generally strongly foliated and lineated with Volcanic and amphibolite, often massive. Surface geology would Pzvh Volcanogenic Rocks - potentially be intercepted by area project features, including quartz-hornblende- the 500-foot power transmission alignment and potential plagioclase schist batch plant (Options B and C). Metamorphosed Metamorphosed volcanic and volcanogenic rocks Volcanic and characterized as generally strongly foliated and lineated with Pzva Volcanogenic Rocks - amphibolite, often massive. Surface geology would plagioclase-diopside- potentially be intercepted by area project features, including hornblende amphibolite a potential aggregate quarry (Option C). 11-2 – Draft – August 2014 Chapter 11 Geology and Soils Table 11-1. Description of Surficial Geologic Units of the Primary Study Area (contd.) Geologic Map of Millerton Lake Quadrangle, West-Central Sierra Nevada, California1 (contd.) Formation Surficial Deposits General Features Abbreviation Metasedimentary and Pzu Metavolcanic Rocks, Metasedimentary and metavolcanic rocks, undifferentiated Undifferentiated Qal Alluvium Stream and gravel alluvium Geologic Map of California, Fresno Sheet2, Scale 1:250,000 Formation Surficial Deposits General Features Abbreviation Tvb Tertiary volcanic Pyroclastic rocks Tc Tertiary nonmarine Tertiary nonmarine grg Mesozoic granitic rocks Granodiorite Sources: 1 Bateman and Busacca 1982 2 Matthews and Burnett 1966 Key: cm = centimeter mm = millimeter RM = river mile Draft – August 2014 – 11-3 Upper San Joaquin River Basin Storage Investigation Environmental Impact Statement Note: Resolution varies across the area shown due to differences in resolution of source maps. Figure 11-1. Surficial Geology of the Primary Study Area 11-4 – Draft – August 2014 Chapter 11 Geology and Soils Note: Resolution varies across the area shown due to differences in resolution of source maps. Figure 11-2. Geology in the Vicinity of Project Features Draft – August 2014 – 11-5 Upper San Joaquin River Basin Storage Investigation Environmental Impact Statement The location of the proposed dam and appurtenant facilities rises uniformly from elevation 385 in the original San Joaquin River channel near RM 274. The left abutment location (facing downstream) rises to elevation 1,582 at Pincushion Mountain and the right abutment location (facing downstream) rises to elevation 1,473 at an unnamed mountain. The proposed dam site, both abutment locations, and appurtenant site are mostly granite and granodiorite, with alluvium in the channel section. The granite is typically hard to very hard where exposed in the bottom of drainages and along the reservoir shoreline. The upper 1 to 10 feet of the granite are intensely weathered to decomposed, and soft to very soft. This decomposed granite represents a weathered in-place, soil-like profile at the ground surface. Hard, erosion-resistant granite outcrops are scattered on the proposed abutment locations. Some outcrops are detached blocks of rock up to 25 feet in maximum dimension. A zone of hard, slightly fractured meta-granite or granite gneiss is present near the dam centerline on the left abutment, and appears to outcrop in a shallow drainage located upstream from the proposed dam centerline on the right abutment. Alluvium of unknown thickness occurs below the reservoir water surface in the San Joaquin River channel. The alluvium likely ranges from fine to coarse-grained, with rock blocks up to 25 feet in maximum dimension that detached from the slopes near the proposed abutments. No unstable wedges, toppling, or slides were observed at the site (Reclamation 2002a). Extended Study Area The various geologic processes active in California over millions of years have created many geologically different areas, called provinces. The upper San Joaquin River lies in the Sierra Nevada Province, and lower San Joaquin River in the Central Valley Province. The upper San Joaquin River is located in the central portion of the Sierra Nevada Province at its boundary with the eastern edge of the Central Valley Province. The Sierra Nevada Province encompasses the Sierra Nevada, and comprises primarily intrusive rocks, including granite and granodiorite, with some metamorphosed granite and granite gneiss. The province is a tilted fault block nearly 400 miles long, with a high, steep multiple-scarp eastern face and a gently sloping western face that dips beneath the Central Valley Province (CGS 2002a). The central Sierra Nevada has a complex history 11-6 – Draft – August 2014 Chapter 11 Geology and Soils of uplift and erosion. The greatest uplift tilted the entire Sierra Nevada block to the west. The high elevation of the Sierra Nevada leads to the accumulation of snow, including the Pleistocene glaciation responsible for shaping much of the range. Snowmelt in the Sierra Nevada feeds the San Joaquin River and its major tributaries, including those upstream from Friant Dam, as well as the Merced, Tuolumne, Stanislaus, and Mokelumne rivers and other tributaries downstream from the Merced River confluence. These large rivers and their smaller tributaries cut through the granitic rocks present in the upper San Joaquin River Basin, and through intrusive formations and sedimentary and metamorphosed rocks. The metamorphic bedrock in these watersheds contains
Recommended publications
  • Federal Register/Vol. 71, No. 238/Tuesday, December 12, 2006/Notices
    Federal Register / Vol. 71, No. 238 / Tuesday, December 12, 2006 / Notices 74515 service called eSubscription that allows f. Location: On the San Joaquin River, 119,940 acre-feet at an elevation of you to keep track of all formal issuances near North Fork, California. The project about 3,330 feet above mean sea level; and submittals in specific dockets. This affects 2,036 cres of Federal land one power tunnel about 7.5 miles long, can reduce the amount of time you administered by the Sierra National to convey water from Mammoth Pool spend researching proceedings by Forest. Reservoir to Mammoth Pool automatically providing you with g. Filed Pursuant to: Federal Power Powerhouse; two small diversions on notification of these filings, document Act 16 U.S.C. 791(a)–825(r). Rock Creek and Ross Creek; and one 230 summaries and direct links to the h. Applicant Contact: Russ W. kV transmission line about 6.7 miles documents. To register for this service, Krieger, Vice President Power long that connects the Mammoth Pool go to http://www.ferc.gov/ Production, Southern California Edison Powerhouse to the non-project Big esubscribenow.htm. Company, 300 N. Lone Hill Ave., San Creek No. 3 Switchyard. Type of Public meetings or site visits will be Dimas, CA 91773. Phone: 909–394– Application: New—Major Modified posted on the Commission’s calendar 8667. License located at http://www.ferc.gov/ i. FERC Contact: Jim Fargo at (202) m. A copy of the application is EventCalendar/EventsList.aspx along 502–6095, or e-mail: available for review at the Commission with other related information.
    [Show full text]
  • Mokelumne/Amador/Calaveras Integrated Regional Water Management Plan
    Mokelumne/Amador/Calaveras Integrated Regional Water Management Plan November 2006 Mokelumne/Amador/Calaveras Integrated Regional Water Management Plan Prepared by: Water and Environment November 2006 Mokelumne, Amador, and Calaveras IRWMP Table of Contents Executive Summary..................................................................................................................... i ES-1 Background and Authority........................................................................................... i ES-2 Local and Regional Integration .................................................................................. ii ES-3 Goals and Objectives .................................................................................................iii ES-4 Project Prioritization ...................................................................................................iii ES-5 Implementation.......................................................................................................... iv Chapter 1 Introduction ...........................................................................................................1-1 1.1 IRWMP Background................................................................................................1-1 1.2 IRWMP Standards ..................................................................................................1-2 Chapter 2 M/A/C IRWMP Development .................................................................................2-1 2.1 Resource Management & Coordination
    [Show full text]
  • Grants of Land in California Made by Spanish Or Mexican Authorities
    -::, » . .• f Grants of Land in California Made by Spanish or Mexican Authorities Prepared by the Staff of the State Lands Commission ----- -- -·- PREFACE This report was prepared by Cris Perez under direction of Lou Shafer. There were three main reasons for its preparation. First, it provides a convenient reference to patent data used by staff Boundary Officers and others who may find the information helpful. Secondly, this report provides a background for newer members who may be unfamiliar with Spanish and Mexican land grants and the general circumstances surrounding the transfer of land from Mexican to American dominion. Lastly, it provides sources for additional reading for those who may wish to study further. The report has not been reviewed by the Executive Staff of the Commission and has not been approved by the State Lands Commission. If there are any questions regarding this report, direct them to Cris Perez or myself at the Office of the State Lands Commission, 1807 - 13th Street, Sacramento, California 95814. ROY MINNICK, Supervisor Boundary Investigation Unit 0401L VI TABLE OF CONTENlS Preface UI List of Maps x Introduction 1 Private Land Claims in California 2 Missions, Presidios, and Pueblos 7 Explanation of Terms Used in This Report 14 GRANTS OF LAND BY COUNTY AlamE:1da County 15 Amador County 19 Butte County 21 Calaveras County 23 Colusa County 25 Contra Costa County 27 Fresno County 31 Glenn County 33 Kern County 35 Kings County 39 Lake County 41 Los Angeles County 43 Marin County 53 Mariposa County 57 Mendocino County
    [Show full text]
  • Conservation of Endangered Buena Vista Lake Shrews
    CONSERVATION OF ENDANGERED BUENA VISTA LAKE SHREWS (SOREX ORNATUS RELICTUS) THROUGH INVESTIGATION OF TAXONOMIC STATUS, DISTRIBUTION, AND USE OF NON-INVASIVE SURVEY METHODS Prepared by: Brian Cypher1, Erin Tennant2, Jesus Maldonado3, Larry Saslaw1, Tory Westall1, Jacklyn Mohay2, Erica Kelly1, and Christine Van Horn Job1 1California State University, Stanislaus Endangered Species Recovery Program 2California Department of Fish and Wildlife Region 4 3Smithsonian Conservation Biology Institute National Zoological Park June 16, 2017 Buena Vista Lake Shrew Conservation CONSERVATION OF ENDANGERED BUENA VISTA LAKE SHREWS (SOREX ORNATUS RELICTUS) THROUGH INVESTIGATION OF TAXONOMIC STATUS, DISTRIBUTION, AND USE OF NON-INVASIVE SURVEY METHODS Prepared by: Brian Cypher, Erin Tennant, Jesus Maldonado, Lawrence Saslaw, Tory Westall, Jacklyn Mohay, Erica Kelly, and Christine Van Horn Job California State University-Stanislaus, Endangered Species Recovery Program California Department of Fish and Wildlife, Region 4 Smithsonian Conservation Biology Institute, National Zoological Park CONTENTS Acknowledgments ......................................................................................................................................... ii Introduction ................................................................................................................................................... 1 Methods .........................................................................................................................................................
    [Show full text]
  • Newlands Project
    MP Region Public Affairs, 916-978-5100, http://www.usbr.gov/mp, February 2016 Mid-Pacific Region, Newlands Project History The Newlands Project was one of the first Reclamation projects. It provides irrigation water from the Truckee and Carson Rivers for about 57,000 acres of cropland in the Lahontan Valley near Fallon and bench lands near Fernley in western Nevada. In addition, water from about 6,000 acres of project land has been transferred to the Lahontan Valley Wetlands near Fallon. Lake Tahoe Dam, a small dam at the outlet of Lake Tahoe, the source of the Truckee Lake Tahoe Dam and Reservoir River, controls releases into the river. Downstream, the Derby Diversion Dam diverts the water into the Truckee Canal and Lahontan Dam, Reservoir, carries it to the Carson River. Other features and Power Plant include Lahontan Dam and Reservoir, Carson River Diversion Dam, and Old Lahontan Dam and Reservoir on the Carson Lahontan Power Plant. The Truckee-Carson River store the natural flow of the Carson project (renamed the Newlands Project) was River along with water diverted from the authorized by the Secretary of the Interior Truckee River. The dam, completed in 1915, on March 14, 1903. Principal features is a zoned earthfill structure. The reservoir include: has a storage capacity of 289,700 acre-feet. Old Lahontan Power Plant, immediately below Lahontan Dam, has a capacity of Lake Tahoe Dam 42,000 kilowatts. The plant was completed in 1911. Lake Tahoe Dam controls the top six feet of Lake Tahoe. With the surface area of the lake, this creates a reservoir of 744,600 acre- Truckee Canal feet capacity and regulates the lake outflow into the Truckee River.
    [Show full text]
  • Terr–14 Mule Deer
    TERR–14 MULE DEER 1.0 EXECUTIVE SUMMARY In 2001 and 2002, the literature review, a camera feasibility study, the Mammoth Pool migration study (observation study, boat survey, and remote camera study), and a hunter access study were completed. A map of known mule deer summer and winter ranges, migration corridors, and holding areas was created based on the literature review. The camera feasibility study was conducted in the fall of 2001 to test the remote camera system for the spring 2002 remote camera study. The cameras were successful at capturing photographs of 82 animals, including photographs of six deer, during this testing period. The Mammoth Pool migration study consisted of an observation study, boat survey, and remote camera study. The study focused on documenting key migration routes across the reservoir and relative use, identifying potential migration barriers, and documenting any deer mortality in the reservoir. The observation study consisted of two observers positioned with binoculars at two observation points on Mammoth Pool at dusk and dawn in order to observe migrating deer. There were no observations of deer using the dam road. Two observations of deer were made out of a total of 51 observation periods. One observation consisted of a single deer that swam from the Windy Point Boat Launch area to the Mammoth Pool Boat Launch area. The other observation was of one group of five adult deer approaching the reservoir near the observation point by the Mammoth Pool Boat Launch, but turning back up the hill. There was no sign of difficulty in the deer swimming or exiting the reservoir and no obvious disturbance to the deer that turned back.
    [Show full text]
  • Tri-Dam Project
    AGENDA MATERIALS TRI-DAM PROJECT TRI-DAM POWER AUTHORITY \\IJ IJ\\ BOARD MEETING March 19, 2020 REGULAR BOARD MEETING AGENDA TRI-DAM PROJECT of THE OAKDALE IRRIGATION DISTRICT and THE SOUTH SAN JOAQUIN IRRIGATION DISTRICT MARCH 19, 2020 8:00A.M. CALL TO ORDER: Oakdale Irrigation District 1205 East F Street Oakdale, CA 95361 PLEDGE OF ALLEGIANCE ROLL CALL: John Holbrook, Bob Holmes, Dave Kamper, Ralph Roos, Mike Weststeyn Gail Altieri, Brad DeBoer, Herman Doornenbal, Tom Orvis, Linda Santos PUBLIC COMMENT: The Joint Board of Directors encourages publi c participation at Board meetings. Matters affecting the operation of the Tri-Dam Project and under the jurisdiction of the Joint Districts and not posted on the Agenda may be addressed by the publi c, and limited to 5 minutes per person. California law prohibits the Board from taking action on any matter that is not on the posted Agenda unless the Board determines that it is a situation specified in Government Code Subsection 54954.2. CONSENT CALENDAR ITEMS 1-2 l. Approve the regular board meeting minutes of February 20, 2020. 2. Approve February 2020 financial statements and statement of obligations. a. Investment p01tfolio and reserve fund status. ACTION CALENDAR ITEMS 3- 11 3. Discussion and possible action to approve annual fee for use of Federal Lands for operations of the Tri-Dam Project 4. Discussion and possible action to authorize the General Manager to sign the Professional Services Agreement with Gannett Fleming, Inc. for the preparation of the dam breach analysis and updated inundation mapping for Beardsley, Donnells, Tulloch and Goodwin Projects, including a budget adjustment for Account #59690.
    [Show full text]
  • Executive Summary
    Preliminary Mitigated Negative Declaration Date: January 9, 2019 Case No.: 2016-006868ENV Project Title: SFPUC Reliable Power Project Project Location: Portions of the San Francisco Public Utilities Commission Rights of Way in Stanislaus, Mariposa, and Tuolumne Counties Zoning: Various Project Sponsor San Francisco Public Utilities Commission Antonia Sivyer (415) 554-2474 Lead Agency: San Francisco Planning Department Staff Contact: Timothy Johnston – (415) 575-9035 [email protected] PROJECT DESCRIPTION: The San Francisco Public Utilities Commission (SFPUC) proposes to implement the Reliable Power Project (proposed project) for maintaining the reliability of the SFPUC’s electrical transmission system between the Holm and Kirkwood Powerhouses and the Warnerville Substation. The project includes implementation of a long-term vegetation management program that would address the North American Electric Reliability Corporation’s reliability standard (FAC-003) and other regulatory requirements that seek to minimize the risk of power outages and fires from vegetation contact with transmission lines on or near the right of way for electrical transmission lines1. In addition to implementation of the vegetation management program, the proposed project would include repairs and replacements for culverts associated with transmission line access roads and construction of a sand storage shed to stockpile sand for winter road treatments needed for access during winter months. Construction activities associated with the proposed project would occur within existing SFPUC facility and right of way boundaries in Stanislaus County, Mariposa County, and Tuolumne County, and would not require the acquisition of new property. Project implementation involving vegetation management would be ongoing. Construction activities and duration for culvert repair and/or replacement would vary along the transmission corridor, but would be short-term in nature, generally requiring a few of days to a couple of weeks to complete.
    [Show full text]
  • Fresno River Watershed Assessment Project Draft Final Report
    Fresno River Watershed Assessment Project Draft Final Report Prepared for California State Department of Water Resources County of Madera By California State University, Fresno March 2010 This project was funded in part by a grant from the California Department of Water Resources and the County of Madera, California Acknowledgements Special thanks to the Central Sierra Watershed Committee for their support and feedback, which would not be possible without the leadership of Jeannie Habben. Larry Bellew, Tom Wheeler, and Jack Fry provided valuable support and local wisdom. Project director Elissa Brown navigated a diverse interests through logistics including a project freeze. The Madera County Departments of Environmental Health provided critical information and support for GIS-based data and tools. At CSU-Fresno, we thank Dr. Alice Wright and Darrin Alexander who processed all of the bacterial samples. Student Research Assistants Brett Moore, Jorge Baca, Zili He, Steven Gong, Sarah Rutherford, Thomas Gromis, Eddie Alves made the project possible. We also thank the College of Science & Mathematics and Dean Rogerson for support. Finally, thanks to the various landowners in the watershed for your generous property access and concern about your watershed. Table of Contents 1. INTRODUCTION Project Objectives and Tasks 2. MONITORING PLAN Background Selection of Sample Locations and Frequency General Field Measurements and Sample Collection 3. HYDROLOGY, WATER QUALITY AND FIRST FLUSH STUDY 4. SEDIMENTATION STUDY TO QUANTIFY SOIL EROSION AND SEDIMENT TRANSPORT 5. BIOASSESSMENT OF SEDIMENTATION & WATER QUALITY 6. SEPTIC INFLUENCES ON FECAL INDICATOR BACTERIA 7. IMPLICATIONS, DATA GAPS, AND FURTHER STUDIES REFERENCES Appendicies Literature review: Septic influences 1. INTRODUCTION The Fresno River is located in Madera County, California and is the most southerly of major east-side tributaries of the San Joaquin River (Figure 1.1).
    [Show full text]
  • SCE Petition for Declaratory Order
    Troutman Sanders LLP 401 9th Street, N.W., Suite 1000 Washington, D.C. 20004-2134 troutman.com Charles R. Sensiba [email protected] June 17, 2019 Ms. Kimberly D. Bose, Secretary Federal Energy Regulatory Commission 888 First Street, NE Washington, DC 20426 Re: Southern California Edison Company; Petition for Declaratory Order and Request for Expedited Consideration; Project Nos. 67-__, 120-__, 2085-__,2086-__, 2174-__, 2175-__ Dear Secretary Bose: As set forth in the enclosed Petition for Declaratory Order (“Petition”), Southern California Edison Company (“SCE”) respectfully requests the Federal Energy Regulatory Commission (“FERC” or “Commission”) to declare on an expedited basis that the California State Water Resources Control Board (“SWRCB”) has waived authority under Section 401 of the Clean Water Act1 (“CWA”) for failure to act on SCE’s requests for water quality certification (“WQC”) within the statutorily prescribed one-year time period for all six projects within the Big Creek Hydroelectric System (collectively referred to as the “Big Creek Projects”) that are pending for relicensing before the Commission. For purposes of this Petition, the Big Creek Projects consist of Big Creek Nos. 2A, 8, and Eastwood Hydroelectric Project (FERC No. 67); Big Creek No. 3 Hydroelectric Project (FERC No. 120); Mammoth Pool Hydroelectric Project (FERC No. 2085); Vermilion Valley Hydroelectric Project (FERC No. 2086); Portal Hydroelectric Project (FERC No. 2174); and Big Creek Nos. 1 and 2 Hydroelectric Project (FERC No. 2175).2 The Commission’s relicensing of the Big Creek Projects has been delayed for well over a decade—and in some instances for nearly 20 years—due in large measure to SWRCB’s consistent annual direction that SCE submit a withdrawal-and-resubmittal letter for the express purpose of attempting to provide SWRCB another year to act on SCE’s WQC requests.
    [Show full text]
  • Mendota Pool Bypass and Reach 2B Improvement Project Draft EIS/R
    Draft Mendota Pool Bypass and Reach 2B Improvements Project Environmental Impact Statement/ Environmental Impact Report SCH # 2009072044 June 2015 The San Joaquin River Restoration Program is a comprehensive long-term effort to restore flows to the San Joaquin River from Friant Dam to the confluence of Merced River and restore a self-sustaining Chinook salmon fishery in the river while reducing or avoiding adverse water supply impacts from Interim and Restoration flows. Mission Statements 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. The California State Lands Commission serves the people of California by providing stewardship of the lands, waterways, and resources entrusted to its care through economic development, protection, preservation, and restoration. Executive Summary INTRODUCTIONAND BACKGROUND Introduction and Background The Mendota Pool Bypass and Reach 2B Improvements Project (Project) includes the construction, operation, and maintenance of the Mendota Pool Bypass and improvements in the San Joaquin River channel in Reach 2B (Figure S-1). The Project consists of a floodplain width that conveys at least 4,500 cubic feet per second (cfs), a method Mendota Pool to bypass Restoration Flows around Mendota Pool, and a method to deliver water to Mendota Pool. The Project footprint and vicinity (Figure S-2) extend from approximately 0.3 mile above the Chowchilla Bifurcation Structure to approximately 1.0 mile below the Mendota Dam. The Project footprint comprises the area that could be directly affected by the Project. The Project study area or “Project area” includes areas directly and indirectly affected by the Project.
    [Show full text]
  • 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.
    [Show full text]