Corps of Engineers, Dept. of the Army, Dod § 208.82

Total Page:16

File Type:pdf, Size:1020Kb

Corps of Engineers, Dept. of the Army, Dod § 208.82 Corps of Engineers, Dept. of the Army, DoD § 208.82 agent, shall report at once to the Dis- § 208.82 Hetch Hetchy, Cherry Valley, trict Engineer by telephone or tele- and Don Pedro Dams and Res- graph and, unless otherwise instructed, ervoirs. shall report once daily thereafter in The Turlock Irrigation District and that manner until the reservoir level Modesto Irrigation District, acting recedes to elevation 1039. These latter jointly, hereinafter called the Dis- reports shall reach the District Engi- tricts, shall operate Don Pedro Dam neer by 9 a.m. each day. and Reservoir in the interest of flood (d) The regulations of this section, control, and the City and County of insofar as they govern use of flood con- San Francisco, hereinafter called the trol storage capacity above elevation City, shall operate Hetch Hetchy Dam 1039.0, are subject to temporary modi- and Reservoir and Cherry Valley Dam and Reservoir in the interest of flood fication in time of flood by the District control all as follows: Engineer if found desirable on the basis (a) Storage space in Don Pedro Res- of conditions at the time. Such desired ervoir shall be kept available for flood- modifications shall be communicated control purposes in accordance with to the representative of the Bureau of the Flood-Control Storage Reservation Reclamation and its designated agent Diagram currently in force for that in immediate charge of operations of reservoir, except when storage of flood- the Norman Dam by any available water is necessary as prescribed in means of communication, and shall be paragraph (d) of this section. The confirmed in writing under date of the Flood-Control Storage Reservation same day to the Regional Director in Diagram in force as of the promulga- charge of the locality, and his des- tion of this section is that dated 4 ignated agent, with a copy to the rep- April 1956, File No. TU–1–26–7, and is on resentative in charge of the Norman file in the Office of the Chief of Engi- Dam. neers, Department of the Army, Wash- (e) Flood control operation shall not ington, D.C., in the office of the restrict pumping necessary for munic- Turlock Irrigation District, Turlock, ipal and industrial uses and releases California, and in the office of the Mo- necessary for downstream users. desto Irrigation District, Modesto, California. Revisions of the Flood-Con- (f) Releases made in accordance with trol Storage Reservation Diagram may the regulations of this section are sub- be developed from time to time as nec- ject to the condition that releases shall essary by the Corps of Engineers and not be made at rates or in a manner the Districts. Each such revision shall that would be inconsistent with emer- be effective upon the date specified in gency requirements for protecting the the approval thereof by the Chief of dam and reservoir from major damage Engineers and by the presidents of the or inconsistent with the safe routing of Districts and from that date until re- the inflow design flood (spillway design placed shall be the Flood-Control Stor- flood). age Reservation Diagram currently in (g) The discharge characteristics of force for the purpose of this section. the river outlet works (capable of dis- Copies of the Flood-Control Storage charging approximately 5,400 c.f.s. with Reservation Diagram currently in force the reservoir level at elevation 1039.0) shall be kept on file in and may be ob- shall be maintained in accordance with tained from the office of the District the construction plans (Bureau of Rec- Engineer, Corps of Engineers, in charge lamation Specifications No. DC–5793 as of the locality, the office of the revised by the ‘‘as built drawings’’). Turlock Irrigation District, Turlock, (h) All elevations stated in this sec- California, and the office of the Mo- tion are at Norman Dam and are re- desto Irrigation District, Modesto, California. ferred to the datum in use at that loca- (b) Storage space in Hetch Hetchy tion. Reservoir shall be kept available for [34 FR 4967, Mar. 7, 1969] flood-control purposes in accordance with the Flood-Control Storage Res- ervation Diagram for that reservoir 133 VerDate Mar<15>2010 10:03 Sep 08, 2014 Jkt 232137 PO 00000 Frm 00143 Fmt 8010 Sfmt 8010 Y:\SGML\232137.XXX 232137 pmangrum on DSK3VPTVN1PROD with CFR § 208.82 33 CFR Ch. II (7–1–14 Edition) currently in force, except when storage mission of the City and County of San of floodwater is necessary as prescribed Francisco, California, and from that in paragraph (e) of this section. The date until replaced shall be the Flood- Flood-Control Storage Reservation Control Storage Reservation Diagram Diagram in force as of the promulga- currently in force for the purpose of tion of this section is that dated April this section. Copies of the Flood-Con- 4, 1956, File No. TU–3–26–1, and is on file trol Storage Reservation Diagram cur- in the Office. Chief of Engineers, De- rently in force shall be kept on file in partment of the Army, Washington, and may be obtained from the office of D.C., and in the office of the Public the District Engineer, Corps of Engi- Utilities Commission of the City and neers, in charge of the locality, and the County of San Francisco, California. office of the Public Utilities Commis- Revisions of the Flood-Control Storage sion of the City and County of San Reservation Diagram may be developed Francisco, California. from time to time as necessary by the (d) Any water temporarily stored in Corps of Engineers and the City. Each the flood-control space indicated by such revision shall be effective upon the Flood-Control Storage Reservation the date specified in the approval Diagram currently in force for Don thereof by the Chief of Engineers and Pedro Reservoir shall be released as by the Public Utilities Commission of rapidly as can be accomplished without the City and County of San Francisco, causing flows in Tuolumne River below California, and from that date until re- LaGrange Dam to exceed 7,000 c.f.s. placed shall be the Flood-Control Stor- during rain floods or to exceed 9,000 age Reservation Diagram currently in c.f.s. at all other times. force for the purpose of this section. Copies of the Flood-Control Storage (e) Any water temporarily stored in Reservation Diagram currently in force the flood-control space indicated by shall be kept on file in and may be ob- the Flood-Control Storage Reservation tained from the office of the District Diagrams currently in force for Hetch Engineer, Corps of Engineers, in charge Hetchy and Cherry Valley Reservoirs of the locality, and the office of the shall be released as rapidly as can be Public Utilities Commission of the accomplished without exceeding the re- City and County of San Francisco, spective safe channel capacities, and California. without materially contributing to (c) Storage space in Cherry Valley major encroachment into the flood- Reservoir shall be kept available for control space at Don Pedro Reservoir. flood-control purposes in accordance Such releases shall be proportioned be- with the Flood-Control Reservation tween Hetch Hetchy and Cherry Valley Diagram currently in force for that Reservoirs in such manner as to assure reservoir except when storage of flood- that the percentage of encroachment water is necessary as prescribed in into the flood-control space at the two paragraph (e) of this section. The reservoirs will tend toward equality in- Flood-Control Storage Reservoir Dia- sofar as possible. Whenever the storage gram in force as of the promulgation of space in Don Pedro Reservoir is less this section is that dated April 4, 1956, than 90 percent of that indicated by the File No. TU–2–26–6, and is on file in the Flood-Control Storage Reservation Office, Chief of Engineers, Corps of En- Diagram currently in force for that gineers, Department of the Army, reservoir, releases from Hetch Hetchy Washington, D.C., and in the office of and Cherry Valley Reservoirs shall be the Public Utilities Commission of the restricted to those required in connec- City and County of San Francisco, tion with the generation of hydro- California. Revisions of the Flood-Con- electric power in the power system of trol Storage Reservation Diagram may the City and in connection with diver- be developed from time to time as nec- sion into the water supply system of essary by the Corps of Engineers and the City. the City. Each such revision shall be (f) In the event that the water level effective upon the date specified in the in Don Pedro Reservoir rises above ele- approval thereof by the Chief of Engi- vation 605.55 at the dam (top of spill- neers and by the Public Utilities Com- way gates), subsequent operation of the 134 VerDate Mar<15>2010 10:03 Sep 08, 2014 Jkt 232137 PO 00000 Frm 00144 Fmt 8010 Sfmt 8010 Y:\SGML\232137.XXX 232137 pmangrum on DSK3VPTVN1PROD with CFR Corps of Engineers, Dept. of the Army, DoD Pt. 209 dam shall be such as to cause down- reservoir storages, basic operating cri- stream flows to exceed as little as pos- teria which affect the schedule of oper- sible the criteria prescribed in para- ations, and such other operating data graph (d) of this section, and in no as the District Engineer, Corps of Engi- event to cause the maximum subse- neers, may request for Hetch Hetchy, quent release from the reservoir to ex- Eleanor, and Cherry Valley Reservoirs.
Recommended publications
  • Development of Tuolumne River Flow and Temperature Without Dams Model
    DEVELOPMENT OF TUOLUMNE RIVER FLOW AND TEMPERATURE WITHOUT DAMS MODEL Prepared For Turlock Irrigation District Modesto Irrigation District Prepared by Nimal C. Jayasundara Mike L. Deas Ert Sogutlugil Eric Miao Edwin Limanto Andrew Bale Stacy K. Tanaka Watercourse Engineering, Inc. 424 Second Street, Suite B Davis, California 95616 (530) 750 – 3072 March 2014 Revised September 2017 September 2017 Table of Contents 1. Introduction ........................................................................................................................................... 1 2. Background ........................................................................................................................................... 1 2.1. Study Area .................................................................................................................................... 2 2.2. Previous Work .............................................................................................................................. 4 3. Modeling Approach .............................................................................................................................. 5 4. Model Selection and Conceptual Framework Development (Pre-Model Phase) .................................. 6 4.1. Model Selection ............................................................................................................................ 6 4.1.1. RMAGEN ...........................................................................................................................
    [Show full text]
  • Tuolumne River Regional Park Master Plan
    Master Plan Tuolumne River Regional Park December 2001 Tuolumne River Regional Park Master Plan Master Plan Tuolumne River Regional Park Prepared for the Joint Powers Authority: City of Modesto, City of Ceres, Stanislaus County Prepared by: EDAW, Inc. 753 Davis Street San Francisco, CA 94111 (415) 433-1484 With assistance from: McBain and Trush, Stillwater Sciences, and HDR Engineering, Inc. December 2001 Tuolumne River Regional Park Master Plan Table of Contents Chapter 1: Introduction 1 Chapter 2: Issues and Opportunities 9 Chapter 3: Conservation and Open Space 19 Legion Park Chapter 4: Land Use and Recreation 29 Chapter 5: Access and Circulation 53 Chapter 6: Implementation 57 Bibliography 67 Appendices 71 Tuolumne River Regional Park Master Plan List of Figures and Tables Figures Pages Figures Pages Figure 1: Tuolumne River Regional Park - Location 2 Figure 18: Gateway Parcel - Cross Section 43 Figure 2: Tuolumne River Regional Park Figure 19: Golf Course Area - Illustrative Plan 45 Illustrative Plan 3 Figure 20: Carpenter Road Area - Illustrative Plan 47 Figure 3: Tuolumne River Regional Park Planning Jurisdictions 11 Figure 21: Carpenter Road Area - Illustrative Cross Section A 48 Figure 4: Tuolumne River Watershed 12 Library Project, Gerald and Buff Corsi Digital UC Berkeley, Figure 22: Carpenter Road Area - Illustrative Figure 5: Tuolumne River Regional Park Cross Section B 48 Flooding and Hydrology 13 Figure 23: Carpenter Road Area - Sketch of the Park 49 Figure 6: Riparian Floodplain Terraces 20 and Sports Complex Figure 7:
    [Show full text]
  • Final 2020 Agricultural Water Management Plan
    Modesto Irrigation District – 2020 Agricultural Water Management Plan Update AGRICULTURAL WATER MANAGEMENT PLAN 2020 Update FOR THE MODESTO IRRIGATION DISTRICT Prepared Pursuant to Water Code Section 10826 Adopted March 23, 2021 1 Modesto Irrigation District – 2020 Agricultural Water Management Plan Update Table of Contents Section I: Introduction _________________________________________________________ 8 1. Description of Previous Water Management Activities _______________________________ 11 2. Coordination Activities _________________________________________________________ 16 a) Notification of AWMP Preparation _______________________________________________________ 16 b) Public Participation ___________________________________________________________________ 16 3. AWMP Adoption and Submittal _________________________________________________ 16 a) AWMP Adoption _____________________________________________________________________ 16 b) AWMP Submittal _____________________________________________________________________ 16 c) AWMP Availability ____________________________________________________________________ 16 4. AWMP Implementation Schedule ________________________________________________ 17 Section II: Description of the Modesto Irrigation District and Service Area ______________ 24 1. Physical Characteristics ________________________________________________________ 24 a) Size of the Service Area ________________________________________________________________ 24 b) Location of the Service Area and Water Management Facilities
    [Show full text]
  • Verified Petition for Writ of Mandate and Complaint for Declaratory Relief
    Michael R. Lozeau (Bar No. 142893) 1 Richard T. Drury (Bar No. 163559) Richard M. Franco (Bar No. 170970) 2 LOZEAU DRURY LLP 3 410 12th Street, Suite 250 Oakland, California 94607 4 Tel: (510) 836-4200 Fax: (510) 836-4205 5 E-mail: [email protected] [email protected] 6 [email protected] 7 Richard M. Frank (Bar No. 63482) 8 School of Law University of California 9 Davis, California 95616 Tel: (530) 752-7422 10 Fax: (530) 752-4704 E-mail: [email protected] 11 Attorneys for Petitioner and Plaintiff 12 SUPERIOR COURT FOR THE STATE OF CALIFORNIA 13 IN AND FOR THE COUNTY OF TUOLUMNE 14 RESTORE HETCH HETCHY, a non-profit, public Case No. 15 benefit corporation, VERIFIED PETITION FOR WRIT OF 16 Petitioner and Plaintiff, MANDATE AND COMPLAINT FOR DECLARATORY RELIEF 17 vs. (Article X, section 2, California Constitution; 18 CITY AND COUNTY OF SAN FRANCISCO, a Water Code § 100; Code Civ. Pro. § 1060; 19 municipal corporation; SAN FRANCISCO Code of Civil Procedure § 1085) PUBLIC UTILITIES COMMISSION, a municipal 20 agency; and DOES I – X, inclusive, Respondents and Defendants. 21 22 MODESTO IRRIGATION DISTRICT, a public 23 agency; TURLOCK IRRIGATION DISTRICT, a public agency; BAY AREA WATER SUPPLY 24 AND CONSERVATION AGENCY, a public agency, and ROES I–XXX, inclusive, 25 Real Parties in Interest and Defendants. 26 THE CITY AND COUNTY OF SAN FRANCISCO and its agency, the SAN FRANCISCO 27 PUBLIC UTILITIES COMMISSION (collectively “CCSF” and “Respondents”) are employing an 28 1 _________________________________________________________________________________ Verified Petition for Writ of Mandate and Complaint for Declaratory Relief 1 unreasonable method of diverting municipal water supplies from the Tuolumne River by drowning 2 the Hetch Hetchy Valley of Yosemite National Park with a reservoir.
    [Show full text]
  • Final Water Quality Certification Table of Contents 1.0 Projects Background
    STATE OF CALIFORNIA STATE WATER RESOURCES CONTROL BOARD In the Matter of Water Quality Certification for TURLOCK IRRIGATION DISTRICT AND MODESTO IRRIGATION DISTRICT DON PEDRO HYDROELECTRIC PROJECT AND LA GRANGE HYDROELECTRIC PROJECT FEDERAL ENERGY REGULATORY COMMISSION PROJECT NOS. 2299 AND 14581 Sources: Tuolumne River and Tributaries Counties: Stanislaus and Tuolumne WATER QUALITY CERTIFICATION FOR FEDERAL PERMIT OR LICENSE Don Pedro Hydroelectric Project and La Grange Hydroelectric Project January 2021 Final Water Quality Certification Table of Contents 1.0 Projects Background ......................................................................................... 7 2.0 Projects Description ........................................................................................... 8 3.0 Water Rights ....................................................................................................... 8 4.0 Federal Energy Regulatory Commission Licensing Process ....................... 13 5.0 Regulatory Authority ........................................................................................ 13 5.1 Water Quality Certification and Related Authorities ..................................... 13 5.2 Water Quality Control Plans and Related Authorities ................................... 14 5.3 Clean Water Act Section 303(d) Listing .......................................................... 16 5.4 Construction General Permit ........................................................................... 16 5.5 State Wetland Definition
    [Show full text]
  • California Recreational Trails Plan Phase 1 June 2002
    California Recreational Trails Plan Phase 1 June 2002 “The face and character of our country are determined by what we do with America and its resources.” Thomas Jefferson California Recreational Trails Plan (Phase I) Place Artwork Here Prepared by: State of California Department of Parks and Recreation Planning Division, Statewide Trails Office PO Box 942896 Sacramento California 94296-0001 Gray Davis, Governor Mary Nichols, Secretary for Resources Ruth Coleman, Interim Director, Department of Parks and Recreation Keith Demetrak, Chief, Planning Division Ken McKowen, Manager, Statewide Trails Office i Contents I. Introduction 1 II. Trails and the State Parks Mission 2 III. Statewide Trails Office Mission 3 IV. The California Recreational Trails Plan 4 V. A Basic Trails Philosophy 5 VI. History of Trails 7 “We cannot VII. Societal Benefits of Trails 9 command nature VIII. California’s Changing Demographics 13 except by obeying her.” IX. Program Goals 14 Francis Bacon, Goal for Funding 15 1561-1626 Goal for Trails Inventory 16 Goal for Regional and Statewide Land Use Planning 17 Goal for Trail Advocacy & Collaboration 19 Goal for Trail Research 20 Goal for Statewide Trail Stewardship 21 Goal for Encouraging Public Use of Trails 22 Goal for Trail Accessibility 23 Goal for Multi-Use Trail Cooperation 25 Goal for Private Property Owners 26 Goal for Trails Program Leadership 27 Goal for the California Riding and Hiking Trail 28 Appendix A: Public Resources Code 5073.5 – 5074 Appendix B: 2000 California Trails Corridor Map Appendix C: Original California Riding and Hiking Trail Map Appendix D: Trail Information Resources ii Introduction California State Parks manages more than 3,000 miles of trails.
    [Show full text]
  • Main Canal Reservoir
    fall 2020 The Irrigator Modesto Irrigation District Water Operations Newsletter inside this issue main canal reservoir main canal reservoir MID’s primary focus for the 2019 winter work season was to complete the Main Canal MCR Project Overview Reservoir Project (MCR Project). The vision for the MCR Project Purpose MCR Project began after purchasing 60 acres of land in March 2011. Following a rigorous system Water Supply analysis, the MCR Project was formally Rainfall recommended by MID’s Water Advisory Committee in 2013 in an ongoing effort to modernize MID’s Snowpack gravity flow delivery system. Modernizing MID’s Don Pedro Reservoir Storage delivery system is an important step to improve water delivery reliability in drought years and allow irrigation field services for strategic beneficial use of water. Online Water Ordering Debris Removal The design was conceptualized over the next few years along with a host of other projects as part of Fleabane the District’s Comprehensive Water Resources Ditchtender Cell Phone Numbers Management Plan (CWRMP). A design was completed early last year and construction on the regulatory processes MCR Project began in July 2019 and was completed Voluntary Agreement & Relicensing in March 2020. Until the Last Drop Documentary MID Water Operations division Monday - Friday | 7 a.m. - 4 p.m. 209.526.7639 mCR Project overview MID’s MCR Project included development of a new, nearly 300 acre-foot (AF) regulating reservoir located at MID’s Main Canal and Lateral 3. In addition to the reservoir, project construction was comprised of four water control structures, two flow measurement flumes downstream of the project site, a new Supervisory Control and Data Acquisition (SCADA) system and system integration.
    [Show full text]
  • Hetch Hetchy Restoration Study
    Hetch Hetchy Restoration Study F WATER O R T E N S E O M U T R R C A E P S E D S T A IA T N E R O O F CALIF STATE OF CALIFORNIA THE RESOURCES AGENCY Department of Water Resources • Department of Parks and Recreation HETCH HETCHY RESTORATION STUDY HETCH HETCHY RESTORATION STUDY STATE OF CALIFORNIA THE RESOURCES AGENCY Department of Water Resources Department of Parks and Recreation 2006 CONTENTS FOREWORD 1 CHAPTER 6 – COSTS OF RESTORATION 42 OVERVIEW OF REPORT 2 STATE COST ESTIMATING METHODOLOGY 43 COST ESTIMATES 4 Contingencies 44 NEXT STEPS 5 Some Issues that Could Significantly Change the Cost Estimate 44 Plan Formulation 45 CHAPTER 1 - INTRODUCTION 6 CONCEPT-LEVEL COST ESTIMATE 46 PURPOSE OF REVIEW 6 STATE INVOLVEMENT 7 CHAPTER 7 – NEXT STEPS – FUTURE WORK 50 SCOPE OF REVIEW 7 ROLE OF THE STATE 50 CHAPTER 2 - BACKGROUND 10 MORE DIALOGUE IS NEEDED 51 MANAGEMENT STRUCTURE 51 HETCH HETCHY SYSTEM 10 LEVEL OF STUDY DETAIL 52 O’Shaughnessy Dam 10 FORMAL STAKEHOLDER PROCESS 53 Water Conveyance Facilities 10 PURPOSE AND NEED 53 Drinking Water Quality 11 DEVELOP AND EVALUATE ALTERNATIVES 53 LEGAL BACKGROUND 13 IMPORTANT ISSUES TO BE ADDRESSED 54 Yosemite Enabling Legislation 13 Project Planning and Objectives 54 Raker Act 13 Restoration and Public Use 54 Water Rights and Interagency Agreements 14 System Operations, Conveyance Pipelines, and Facilities 55 Organic Act 14 Legal Issues 56 Wilderness Act 14 Cost, Financing, and Institutional Arrangements 56 Wild and Scenic Rivers Act 15 CHAPTER 3 – PRIOR STUDIES 16 REFERENCES 58 THE HODEL PROPOSAL 16 APPENDICES ( ON CD ) RECENTLY PUBLISHED WORKS 16 A.
    [Show full text]
  • 5.3 Tuolumne River System and Downstream Water Bodies
    5.3 Tuolumne River System and Downstream Water Bodies 5.3 Tuolumne 5.3 River 5. WSIP Water Supply and System Operations – Setting and Impacts 5.3 Tuolumne River System and Downstream Water Bodies Section 5.3 Subsections 5.3.1 Stream Flow and Reservoir Water Levels 5.3.2 Geomorphology 5.3.3 Surface Water Quality 5.3.4 Surface Water Supplies 5.3.5 Groundwater 5.3.6 Fisheries 5.3.7 Terrestrial Biological Resources 5.3.8 Recreational and Visual Resources 5.3.9 Energy Resources (References included under each section) 5.3.1 Stream Flow and Reservoir Water Levels The following setting section describes the streams and reservoirs in the Tuolumne River watershed and downstream that could be affected by the WSIP. The impact section (Section 5.3.1.2) provides a description of the changes in stream flow and reservoir water levels that would result from implementation of the WSIP. 5.3.1.1 Setting The Tuolumne River flows from the crest of the Sierra Nevada westward to its confluence with the San Joaquin River. The San Joaquin River flows north to the Sacramento–San Joaquin Delta. Water from the Delta discharges to the San Francisco Bay Estuary and the Pacific Ocean. Surface water bodies in the Tuolumne River system that could be affected by the proposed program include the Tuolumne River, Cherry Creek, Eleanor Creek, and a quarter-mile reach of Moccasin Creek. Several reservoirs could be affected by the WSIP, including Hetch Hetchy Reservoir, Lake Lloyd, Lake Eleanor, and Don Pedro Reservoir. Because the Tuolumne River drains to the San Joaquin River and the Sacramento–San Joaquin Delta, these water bodies could also be affected by the WSIP.
    [Show full text]
  • New Melones Lake, Stanislaus, California
    ENVIRONMENTAL IMPACT STATEM ENT NEW M ELONES LAKE STA N ISLA U S, RIVER,CALIFORNIA PREPARED BY U S. ARMY ENGINEER DISTRICT, SACRAMENTO, CALIFORNIA M AY 1 9 7 2 ENVIRONMENTAL IMPACT STATEMENT NEW MELONES LAKE STANISLAUS RIVER, CALIFORNIA Prepared by U. S. ARM! ENGINEER DISTRICT, SACRAMENTO, CALIFORNIA May 1972 SUMMARY New Melones Lake, Stanislaus River Basin, California ( ) Draft (X) Final Environmental Statement Responsible Office: U.S. Army Engineer District, Sacramento, California 1. Name of Action; (X) Administrative ( ) Legislative 2. Description of Action: New Melon2s Lake project consists of a 625-foot high dam across the Stanislaus River to impound up to 2,400,000 acre-feet of water. The Corps of Engineers will maintain the Stanislaus River below the dam to a capacity of 8,000 cubic feet per second and provide for the protection of fish and wildlife resources. Access roads to the dam area, resident engineer facilities, downstream public overlook and safety scaling of the damsite have been completed. Currently, construction of the diversion and outlet tunnel is underway and is scheduled for com­ pletion in August 1973. The construction contract for the dam and spill­ way is scheduled to be awarded in the fall of 1972. To construct the dam, about 16,000,000 cubic yards of material will be excavated from the spillway and adjacent borrow areas. Additional work will include road and utility relocations, powerhouse, switchyard, surge tank, reservoir clearing and initial recreation facility construction. When completed the project will be integrated with the Central Valley Project and will be operated by the Bureau of Reclamation.
    [Show full text]
  • RE-ASSEMBLING HETCH HETCHY Water Supply Implications And
    1 1 2 3 RE-ASSEMBLING HETCH HETCHY 4 Water Supply Implications and Costs of Removing O'Shaughnessy Dam 5 6 7 8 Sarah Null and Jay R. Lund2 9 10 11 ABSTRACT: The Hetch Hetchy System provides San Francisco with most of its water supply. 12 O’Shaughnessy Dam is one component of this system, providing approximately 25% of water 13 storage for the Hetch Hetchy System and none of its conveyance. Removing O’Shaughnessy 14 Dam has gained interest to restore Hetch Hetchy Valley. The water supply feasibility of 15 removing O’Shaughnessy Dam is analyzed by examining alternative water storage and delivery 16 operations for San Francisco using an economic-engineering optimization model. This model 17 ignores institutional and political constraints and has perfect hydrologic foresight to explore 18 water supply possibilities through re-operation of other existing reservoirs. The economic 19 benefits of O’Shaughnessy Dam and its alternatives are measured in terms of the quantity of 20 water supplied to San Francisco and agricultural water users, water treatment costs, and 21 hydropower generation. Results suggest there would be little water scarcity if O’Shaughnessy 22 Dam were to be removed, although removal would be costly due to additional water treatment 23 costs and lost hydropower generation. 24 (KEY TERMS: water supply, dam removal, Hetch Hetchy, optimization, filtration avoidance, 25 restoration.) 2 Respectively, Doctoral Student, Geography Graduate Group, University of California, Davis; Professor, Department of Civil and Environmental Engineering, University of California, Davis, 3109 Engineering Unit III, Davis, California 95616 2 1 INTRODUCTION 2 O’Shaughnessy Dam, located in the Hetch Hetchy Valley of Yosemite National Park, 3 was built by the city of San Francisco in 1923, as a component of the Hetch Hetchy water 4 system.
    [Show full text]
  • Section 10 Flooding and Water Quality
    Chapter V. Environmental Analysis Section 10 Flooding and Water Quality A. ENVIRONMENTAL SETTING This section describes how development associated with the City of Modesto Urban Area General Plan (UAGP) would affect flooding and water quality. 1. Study Area for Direct Impacts The study area for direct impacts on flooding and water quality is the UAGP planning area. 2. Study Area for Cumulative Impacts This analysis will be based on the plan or projection approach to examining cumulative effects, as provided under Section 15130(b)(1)(B) of the California Environmental Quality Act (CEQA) Guidelines. The pertinent plans and projections to be used for this purpose are the Flood Insurance Rate Map (FIRM), the UAGP, and the City’s draft Storm Drainage Master Plan. The cumulative impact study area for flooding and water quality is the boundaries of Stanislaus County, including the UAGP planning area, storm drainage receiving waters (Tuolumne River and Dry Creek), and MID laterals/drains in the County. 3. Existing Physical Conditions in the Study Area The City of Modesto is located at the confluence of the Tuolumne River and Dry Creek, and south of the Stanislaus River. The Tuolumne River drains a 1,800-square-mile watershed, and Dry Creek drains an area of about 190 square miles. Dry Creek flows east to west and then north to south to drain into the Tuolumne River. The Stanislaus River forms the northern boundary of Stanislaus County and the City’s UAGP planning area, about 7 miles north of this confluence, and drains an area of about 1,075 square miles at its intersection with SR 99.
    [Show full text]