Chapter 2. Surface Water Hydrology
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Attachment 1 Credentials of Trlia Board of Senior Consultants
ATTACHMENT 1 CREDENTIALS OF TRLIA BOARD OF SENIOR CONSULTANTS FAIZ I. MAKDISI, PH.D., P.E. PRINCIPAL ENGINEER EDUCATION SKILLS AND EXPERIENCE Ph.D., Geotechnical Dr. Makdisi’s 28-year career has combined applied research and Engineering, University of professional practice in geotechnical and foundation/earthquake California, Berkeley, 1976 engineering for commercial, residential, industrial, and critical M.Sc., Geotechnical structures. Recently he has focused on geotechnical studies and safety Engineering, University of evaluations of earth and rockfill dams, embankments, and landfills. His California, Berkeley, 1971 work includes feasibility evaluations and preliminary design studies; field investigation design and planning; borrow area material studies; in B. Eng., Civil, American situ and laboratory testing; and evaluation and interpretation of static University of Beirut: and dynamic material properties of dams and their foundations. Studies Lebanon, 1970 also included stability evaluations of embankment slopes, seepage analyses, and static and dynamic stress analyses to evaluate stability REGISTRATION during earthquakes. Professional Civil Engineer, He has performed studies to determine earthquake-induced permanent CA No. C29432, 1978 deformations in slopes and embankments, and developed and published Civil Engineer, Institute of widely used simplified procedures for estimating dynamic response and Civil Engineers, Lebanon, permanent deformations in earth and rockfill dams and embankments. 1970 He is a lead participant in earthquake ground motion studies and development of seismic design criteria for key facilities such as dams AFFILIATIONS and nuclear power plants. He was principal investigator of the “Stability American Society of Civil of Slopes, Embankments and Rockfalls” chapter of the Seismic Retrofit Engineers Manual for the Federal Highway Project being prepared for the National Earthquake Engineering Center for Earthquake Engineering Research. -
System Reoperation Study
System Reoperation Study Phase III Report: Assessment of Reoperation Strategies California Department of Water Resources August 2017 System Reoperation Study Phase III Report This page is intentionally left blank. August 2017 | 2 Table of Contents Chapter 1. Introduction .......................................................................................................................................................................................1 -1 1.1 Study Authorization ....................................................................................................................................................................................1 -1 1.2 Study Area ..................................................................................................................................................................................................1 -2 1.3 Planning Principles .....................................................................................................................................................................................1 -4 1.4 Related Studies and Programs...................................................................................................................................................................1 -4 1.5 Uncertainties in Future Conditions ............................................................................................................................................................. 1-6 1.5.1 Climate Change ..........................................................................................................................................................................1 -
STUDY of INCREASING CONVEY CAPACITY of MERCED RIVER at the CONFLUENCE with SAN JOAQUIN RIVER a Project Presented to the Faculty
STUDY OF INCREASING CONVEY CAPACITY OF MERCED RIVER AT THE CONFLUENCE WITH SAN JOAQUIN RIVER A Project Presented to the faculty of the Department of Civil Engineering California State University, Sacramento Submitted in partial satisfaction of the requirements for the degree of MASTER OF SCIENCE in Civil Engineering (Water Resources Engineering) by Hani Nour SUMMER 2017 © 2017 Hani Nour ALL RIGHTS RESERVED ii STUDY OF INCREASING CONVEY CAPACITY OF MERCED RIVER AT THE CONFLUENCE WITH SAN JOAQUIN RIVER A Project by Hani Nour Approved by: __________________________________, Committee Chair Dr. Saad Merayyan __________________________________, Second Reader Dr. Cristina Poindexter, P.E. ___________________________ Date iii Student: Hani Nour I certify that this student has met the requirements for format contained in the University format manual, and that this project is suitable for shelving in the Library and credit is to be awarded for the project. _________________________, Department Chair ______________ Dr. Benjamin Fell, P.E. Date Department of Civil Engineering iv Abstract of STUDY OF INCREASING CONVEY CAPACITY OF MERCED RIVER AT THE CONFLUNENCE WITH SAN JOAQUIN RIVER by Hani Nour Flooding in California’s Central Valley is very common and expected to occur every year anywhere throughout the region. The climate and geography of the Central Valley, together, are responsible for over flow streams, rivers, and lakes causing water flooding, particularly at the lower elevation areas. San Joaquin Basin is located between the Sierra Nevada (on the east) and the Coast Ranges (on the west) where flooding is typically characterized by infrequent severe storms during winter season due to heavy rain and snow- melt runoff coming from the foothills, east of Merced County (Jesse Patchett 2012). -
Gazetteer of Surface Waters of California
DEPARTMENT OF THE INTERIOR UNITED STATES GEOLOGICAL SURVEY GEORGE OTI8 SMITH, DIEECTOE WATER-SUPPLY PAPER 296 GAZETTEER OF SURFACE WATERS OF CALIFORNIA PART II. SAN JOAQUIN RIVER BASIN PREPARED UNDER THE DIRECTION OP JOHN C. HOYT BY B. D. WOOD In cooperation with the State Water Commission and the Conservation Commission of the State of California WASHINGTON GOVERNMENT PRINTING OFFICE 1912 NOTE. A complete list of the gaging stations maintained in the San Joaquin River basin from 1888 to July 1, 1912, is presented on pages 100-102. 2 GAZETTEER OF SURFACE WATERS IN SAN JOAQUIN RIYER BASIN, CALIFORNIA. By B. D. WOOD. INTRODUCTION. This gazetteer is the second of a series of reports on the* surf ace waters of California prepared by the United States Geological Survey under cooperative agreement with the State of California as repre sented by the State Conservation Commission, George C. Pardee, chairman; Francis Cuttle; and J. P. Baumgartner, and by the State Water Commission, Hiram W. Johnson, governor; Charles D. Marx, chairman; S. C. Graham; Harold T. Powers; and W. F. McClure. Louis R. Glavis is secretary of both commissions. The reports are to be published as Water-Supply Papers 295 to 300 and will bear the fol lowing titles: 295. Gazetteer of surface waters of California, Part I, Sacramento River basin. 296. Gazetteer of surface waters of California, Part II, San Joaquin River basin. 297. Gazetteer of surface waters of California, Part III, Great Basin and Pacific coast streams. 298. Water resources of California, Part I, Stream measurements in the Sacramento River basin. -
Bryan Kelly Director of Regulatory Compliance and Government Affairs, Water Merced Irrigation District
Bryan Kelly Director of Regulatory Compliance and Government Affairs, Water Merced Irrigation District Testimony on H.R. 869 - To clarify the definition of flood control operations for the purposes of the operation and maintenance of Project No. 2179 on the Lower Merced River. Subcommittee on National Parks, Forests and Public Lands June 14, 2011 Chairman Bishop, Ranking Member Grijalva, and members of the Subcommittee, my name is Bryan Kelly and I am the Director of Regulatory Compliance and Government Affairs -Water for the Merced Irrigation District (MID). I am pleased to be offered this opportunity to testify in support of H.R. 869, legislation that would allow the Federal Energy Regulatory Commission (FERC) to consider proposed improvements to the spillway at New Exchequer Dam that will provide additional water supply to Merced County and the San Joaquin Valley of California. I’d like to begin by thanking Congressman Denham and the cosponsors of H.R. 869 for introducing this bipartisan bill that could improve the precarious water supply situation in California’s San Joaquin Valley without major environmental impact and at no cost to the federal government. The Merced Irrigation District is a California Public Agency under the California Irrigation District Law. MID owns, operates and maintains hydro-electric facilities on the Merced River, consisting of the New Exchequer Dam and Reservoir (Lake McClure) and McSwain Dam and Reservoir (Lake McSwain). They are located in the western foothills of the Sierra Nevada mountain range, approximately 23 miles northeast of the City of Merced. Lake McClure has a storage capacity of 1,024,600 acre feet, while Lake McSwain has a storage capacity of 9,730 acre feet and is operated principally as a regulating reservoir for MID’s hydroelectric generation facilities at New Exchequer Dam (FERC Project No. -
Billing Code 6717-01-P
This document is scheduled to be published in the Federal Register on 03/16/2012 and available online at http://federalregister.gov/a/2012-06402, and on FDsys.gov BILLING CODE 6717-01-P FEDERAL ENERGY REGULATORY COMMISSION Merced Irrigation District Project No. 2179-043 NOTICE OF APPLICATION TENDERED FOR FILING WITH THE COMMISSION AND ESTABLISHING PROCEDURAL SCHEDULE FOR LICENSING AND DEADLINE FOR SUBMISSION OF FINAL AMENDMENTS Take notice that the following hydroelectric application has been filed with the Commission and is available for public inspection. a. Type of Application: New License b. Project No.: 2179-043 c. Date Filed: February 27, 2012 d. Applicant: Merced Irrigation District (MID) e. Name of Project: Merced River Hydroelectric Project f. Location: The existing project is located on the Merced River in Merced and Mariposa counties, California. The project would occupy 3,152.9 acres of federal land managed by the Bureau of Land Management. g. Filed Pursuant to: Federal Power Act, 16 USC 791 (a)-825(r) h. Applicant Contact: Merced Irrigation District, P.O. Box 2288, Merced CA, 95344; Telephone (209) 722-5761 i. FERC Contact: Matt Buhyoff, (202) 502-6824 or [email protected] j. This application is not ready for environmental analysis at this time. k. The Project Description: The project consists of two developments: New Exchequer Development - (1) New Exchequer Dam - a 490 feet-high dam with a crest length of 1,220 feet and a crest elevation of 879 feet; (2) an ogee-type Project No. 2179-043 2 concrete spillway located -
Sacramento River and San Joaquin River) San Joaquin River Or Proposed San Luis Drain Extension, Sacramento River
FIGURES Selenium source Organic carbon-enriched sediment deposits Depositional environments Freshwater Seawater Geologic sources Coal Soils and Alluvium Oil Phosphorite Anthropogenic Power Generation Irrigation Refining Mining activity Pollutants Ash, Flue Gas Scrubbing Subsurface drainage Wastewater Tailings, runoff Kesterson NWR, San Francisco Blackfoot San Joaquin River, Receiving waters Belews Lake, Bay-Delta River watershed, (examples) North Carolina Tulare Basin, California Estuary, California Idaho scoter, scaup, coot, duck, grebe Species of bluegill, sunfish, sturgeon, splittail, trout, coot, horse, concern bass, bullhead avocet, stilt, sculpin, splittail, salmon flounder, salmon, sheep, elk, cow Dungeness crab Figure 1. Conceptual model of Se pollution with examples of source deposits, anthropogenic activities, receiving water bodies, and biota at risk. Bay-Delta Selenium Model Composite Source Load ¸ Composite Volume (oil refinery discharges, agricultural drainage via (Sacramento River and San Joaquin River) San Joaquin River or proposed San Luis Drain extension, Sacramento River Composite Freshwater Endmember Concentration (head of estuary) Transformation Phytoplankton, algae, bacteria Dissolved species Partitioning (Kd) suspended particulate material and bed sediment (selenate, selenite, organo-Se) (elemental Se, particulate organo-Se, adsorbed selenite/selenate) bioaccumulation prey clams zooplankton amphipods trophic transfer sturgeon splittail striped bass predators diving ducks flounder splittail effects Impaired reproduction, teratogenesis, selenosis Figure 2. Conceptual model describing linked factors that determine the effects of selenium on ecosystems. The sequence of relations links environmental concentrations to biological effects. The general term “bioaccumulation” can be applied to all of the biological levels of selenium transfer through the food web, but in this report we use the term explicitly in reference to particulate/invertebrate bioaccumulation. 122°30' 122°00' . -
Oroville Dam Citizens Advisory Commission
OROVILLE DAM CITIZENS ADVISORY COMMISSION Hosted by the California Natural Resources Agency ITEM 1: WELCOME AND INTRODUCTIONS ITEM 2: NOVEMBER MEETING RECAP AND UPDATES ITEM 3: U.S. ARMY CORP OF ENGINEERS BRIEFING USACE ROLE IN NORTHERN CA FLOOD CONTROL OPERATIONS 237 217 200 80 252 237 217 200 119 174 237 217 200 27 .59 255 0 163 131 239 110 112 62 102 130 255 Oroville0 Dam163 Citizens132 Advisory65 Commission135 92 102 56 120 255 Southside0 163 Oroville122 Community53 Center120 56 130 48 111 Oroville, CA February 21, 2020 Joe Forbis, P.E. Chief, Water Management Section Sacramento District, U.S. Army Corps of Engineers “The views, opinions and findings contained in this report are those of the authors(s) and should not be construed as an official Department of the Army position, policy or decision, unless so designated by other official documentation.” AGENDA • USACE Sacramento District Overview • Authorities, Roles, and Responsibilities • Water Control Manuals – Folsom Example • Pilot Project - FIRO Spillway Fuse Gates at Terminus Dam SOUTH PACIFIC DIVISION SACRAMENTO DISTRICT FC PROJECTS 8 SACRAMENTO DISTRICT (SPK) WATER MANAGEMENT USACE – 14 Section 7 – 31 Total – 45 SPK RESERVOIR EXAMPLES Largest Reservoir Shasta Dam and Lake 4,500,000 acre-feet Smallest Reservoir Mountain Dell Dam and Reservoir 3,200 acre-feet FLOOD OPS PARTNERS • Irrigation Districts – Stockton East Water District • Flood Control Districts – Fresno Metro Flood Control District • Federal Water Masters – Truckee River Basin Reservoirs • Water Storage Districts – Tulare Lakebed • Government Agencies – DWR – USBR Black Butte Dam USACE AUTHORITY FOR FLOOD OPS • Section 7 of the Flood Control Act of 1944 (58 Stat. -
Water Quality Control Plan, Sacramento and San Joaquin River Basins
Presented below are water quality standards that are in effect for Clean Water Act purposes. EPA is posting these standards as a convenience to users and has made a reasonable effort to assure their accuracy. Additionally, EPA has made a reasonable effort to identify parts of the standards that are not approved, disapproved, or are otherwise not in effect for Clean Water Act purposes. Amendments to the 1994 Water Quality Control Plan for the Sacramento River and San Joaquin River Basins The Third Edition of the Basin Plan was adopted by the Central Valley Water Board on 9 December 1994, approved by the State Water Board on 16 February 1995 and approved by the Office of Administrative Law on 9 May 1995. The Fourth Edition of the Basin Plan was the 1998 reprint of the Third Edition incorporating amendments adopted and approved between 1994 and 1998. The Basin Plan is in a loose-leaf format to facilitate the addition of amendments. The Basin Plan can be kept up-to-date by inserting the pages that have been revised to include subsequent amendments. The date subsequent amendments are adopted by the Central Valley Water Board will appear at the bottom of the page. Otherwise, all pages will be dated 1 September 1998. Basin plan amendments adopted by the Regional Central Valley Water Board must be approved by the State Water Board and the Office of Administrative Law. If the amendment involves adopting or revising a standard which relates to surface waters it must also be approved by the U.S. Environmental Protection Agency (USEPA) [40 CFR Section 131(c)]. -
Do Impassable Dams and Flow Regulation Constrain the Distribution
Journal of Applied Ichthyology J. Appl. Ichthyol. 25 (Suppl. 2) (2009), 39–47 Received: December 1, 2008 No claim to original US government works Accepted: February 21, 2009 Journal compilation Ó 2009 Blackwell Verlag GmbH doi: 10.1111/j.1439-0426.2009.01297.x ISSN 0175–8659 Do impassable dams andflow regulation constrain the distribution of green sturgeon in the Sacramento River, California? By E. A. Mora1, S. T. Lindley2, D. L. Erickson3 and A. P. Klimley4 1 Joint Institute for Marine Observations, UC Santa Cruz, Santa Cruz, CA, USA; 2Southwest Fisheries Science Center, National Marine Fisheries Service, Santa Cruz, CA, USA; 3Pew Institute for Ocean Science, Rosenstiel School ofmarine and Atmospheric Science, University ofMiami, Miami, FL, USA; 4Department ofWildlife, Fish, & Conservation Biology, University ofCalifornia, Davis, CA, USA Summary 2006), green sturgeon are ofconservation concern. The species Conservation of the threatened green sturgeon Acipenser as a whole is covered by the Convention on International medirostris in the Sacramento River of California is impeded Trade in Endangered Species of Wild Fauna and Flora by lack of information on its historical distribution and an (CITES; Raymakers and Hoover, 2002) and is categorized as understanding of how impassable dams and altered hydro- Near Threatened by the IUCN (St. Pierre and Campbell, graphs are influencing its distribution. The habitat preferences 2006). The northern distinct population segment (NDPS) that ofgreen sturgeon are characterized in terms ofriver discharge, -
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. -
Basin Plan Amenment Implementing Control of Salt and Boron
Presented below are water quality standards that are in effect for Clean Water Act purposes. EPA is posting these standards as a convenience to users and has made a reasonable effort to assure their accuracy. Additionally, EPA has made a reasonable effort to identify parts of the standards that are not approved, disapproved, or are otherwise not in effect for Clean Water Act purposes. AITACHMENT 2 AITACHMENT 1 RESOLUTION NO. RS-2004-0108 AMENDING THE WATER QUALITY CONTROL PLAN FOR THE SACRAMENTO RIVER AND SAN JOAQUIN RIVER BASINS FOR THE CONTROL OF SALT AND BORON DISCHARGES ~NTO THE LOWER SAN JOAQUIN RIVER Following are excerpts from Basin Plan Chapters I and IV shown similar to how they will appear after the proposed amendment is adopted. Deletions are indicated as strike through text (deleted te~) and additions are shown as underlined text (added text). Italicized text (Notation Text) is included to locate where the modifications will be made in the Basin Plan. All other text changes are shown accurately, however, formatting and pagination will change. 1 ATTACHMENT 1 RESOLUTION NO. R5-2004-0108 AMENDING THE WATER QUALITY CONTROL PLAN FOR THE SACRAMENTO RIVER AND SAN JOAQUIN RIVER BASINS FOR THE CONTROL OF SALT AND BORON DISCHARGES INTO THE LOWER SAN JOAQUIN RIVER Under the Chapter I heading: “Basin significant quantities of water to wells or springs, it can Description” on page IV-28, make the be defined as an aquifer (USGS, Water Supply Paper following changes: 1988, 1972). A ground water basin is defined as a hydrogeologic unit containing one large aquifer or several connected and interrelated aquifers (Todd, Groundwater Hydrology, 1980).