Draft Upper San Joaquin River Basin Storage Investigation
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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. -
NOTICE of PREPARATION Waterfix EIR for WSC Amendments
July 13, 2018 NOTICE OF PREPARATION Environmental Impact Report For the Proposed SWP Water Supply Contract Amendments for Water Management and California WaterFix July 13, 2018 INTRODUCTION Pursuant to the California Environmental Quality Act (CEQA), the Department of Water Resources (DWR) will be the Lead Agency and will prepare an Environmental Impact Report (EIR) for the proposed State Water Project Water Supply Contract Amendments for Water Management and California WaterFix (proposed project). As more fully discussed below, this proposed project includes amending certain provisions of the State Water Resources Development System (SWRDS) Water Supply Contracts (Contracts). SWRDS (defined in Water Code Section 12931), or more commonly referred to as the State Water Project (SWP), was enacted into law in the Burns-Porter Act, passed by the Legislature in 1959 and approved by the voters in 1960. DWR constructed and currently operates and maintains the SWP, a system of storage and conveyance facilities that 1 provide water to 29 State Water Contractors known as the Public Water Agencies (PWAs). These PWAs include local water agencies and districts legislatively enabled to serve irrigation, municipal and industrial water supply customers or retail water supply 1 The State Water Project Public Water Agencies include Alameda County Flood Control and Water Conservation District (Zone 7), Alameda County Water District, Antelope Valley-East Kern Water Agency, Castaic Lake Water Agency, City of Yuba City, Coachella Valley Water District, County -
Native Sustainment: the North Fork Mono Tribe's
Native Sustainment The North Fork Mono Tribe's Stories, History, and Teaching of Its Land and Water Tenure in 1918 and 2009 Jared Dahl Aldern Submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy from Prescott College in Education with a Concentration in Sustainability Education May 2010 Steven J. Crum, Ph.D. George Lipsitz, Ph.D. Committee Member Committee Member Margaret Field, Ph.D. Theresa Gregor, Ph.D. External Expert Reader External Expert Reader Pramod Parajuli, Ph.D. Committee Chair Native Sustainment ii Copyright © 2010 by Jared Dahl Aldern. All rights reserved. No part of this dissertation may be used, reproduced, stored, recorded, or transmitted in any form or manner whatsoever without written permission from the copyright holder or his agent(s), except in the case of brief quotations embodied in the papers of students, and in the case of brief quotations embodied in critical articles and reviews. Requests for such permission should be addressed to: Jared Dahl Aldern 2658 East Alluvial Avenue, #103 Clovis, CA 93611 Native Sustainment iii Acknowledgments Gratitude to: The North Fork Mono Tribe, its Chairman, Ron Goode, and members Melvin Carmen (R.I.P.), Lois Conner, Stan Dandy, Richard Lavelle, Ruby Pomona, and Grace Tex for their support, kindnesses, and teachings. My doctoral committee: Steven J. Crum, Margaret Field, Theresa Gregor, George Lipsitz, and Pramod Parajuli for listening, for reading, and for their mentorship. Jagannath Adhikari, Kat Anderson, Steve Archer, Donna Begay, Lisa -
Simulation of Flows and Water Quality in the California Aqueduct Using DSM2
Simulation of Flows and Water Quality in the California Aqueduct Using DSM2 Siqing Liu, Bob Suits DWR, Bay Delta Office, Modeling Support Branch 2011 CWEMF Annual Meeting, February 28 –March 2 1 Topics • Project objectives • Aqueduct System modeled • Assumptions / issues with modeling • Model results –Flows / Storage, EC, Bromide 2 Objectives Simulate Aqueduct hydraulics and water quality • 1990 – 2010 period • DSM2 Aqueduct version calibrated by CH2Mhill Achieve 1st step in enabling forecasting Physical System Canals simulated • South Bay Aqueduct (42 miles) • California Aqueduct (444 miles) • East Branch to Silverwood Lake • West Branch to Pyramid Lake (40 miles) • Delta‐Mendota Canal (117 miles) 4 Physical System, cont Pumping Plants Banks Pumping Plant Buena Vista (Check 30) Jones Pumping Plant Teerink (Check 35) South Bay Chrisman (Check 36) O’Neill Pumping-Generating Edmonston (Check 40) Gianelli Pumping-Generating Alamo (Check 42) Dos Amigos (Check 13) Oso (West Branch) Las Perillas (Costal branch) Pearblossom (Check 58) 5 Physical System, cont Check structures and gates • Pools separated by check structures throughout the aqueduct system (SWP: 66, DMC: 21 ) • Gates at check structures regulate flow rates and water surface elevation 6 Physical System, cont Turnout and diversion structures • Water delivered to agricultural and municipal contractors through diversion structures • Over 270 diversion structures on SWP • Over 200 turnouts on DMC 7 Physical System, cont Reservoirs / Lakes Represented as complete mixing of water body • -
Sierra Vista Scenic Byway Sierra National Forest
Sierra Vista Scenic Byway Sierra National Forest WELCOME pute. Travel six miles south on Italian Bar Road Located in the Sierra National Forest, the Sierra (Rd.225) to visit the marker. Vista Scenic Byway is a designated member of the National Scenic Byway System. The entire route REDINGER OVERLOOK (3320’) meanders along National Forest roads, from North Outstanding view can be seen of Redinger Lake, the Fork to the exit point on Highway 41 past Nelder San Joaquin River and the surrounding rugged Sierra Grove, and without stopping takes about five hours front country. This area of the San Joaquin River to drive. drainage provides a winter home for the San Joaquin deer herd. Deer move out of this area in the hot dry The Byway is a seasonal route as forest roads are summer months and mi grate to higher country to blocked by snow and roads are not plowed or main- find food and water. tained during winter months. The Byway is gener- ally open from June through October. Call ahead to ROSS CABIN (4000’) check road and weather conditions. The Ross Cabin was built in the late 1860s by Jessie Blakey Ross and is one of the oldest standing log Following are some features along the route start- cabins in the area. The log cabin displays various de- ing at the Ranger Station in North Fork, proceeding signs in foundation construction and log assembly up the Minarets road north to the Beasore Road, brought to the west, exemplifying the pioneer spirit then south to Cold Springs summit, west to Fresno and technology of the mid-nineteenth century. -
Power and Energy Technical Report, DEIS
Draft Power and Energy Technical Report Shasta Lake Water Resources Investigation, California Prepared by: U.S. Department of the Interior Bureau of Reclamation Mid-Pacific Region U.S. Department of the Interior Bureau of Reclamation June 2013 Contents Contents Chapter 1 Affected Environment ....................................................................................... 1-1 Environmental Setting .............................................................................................................. 1-1 Shasta Lake and Vicinity ................................................................................................. 1-7 Upper Sacramento River (Shasta Dam to Red Bluff) ...................................................... 1-9 Lower Sacramento River and Delta ............................................................................... 1-10 CVP/SWP Service Areas ............................................................................................... 1-12 Chapter 2 Modeling Results ................................................................................................ 2-1 Chapter 3 Bibliography ....................................................................................................... 3-1 Tables Table 1-1. Central Valley Project Power Plants, Capacities, and Historical Annual Generation ................................................................................................................. 1-5 Table 1-2. Major State Water Project Facilities, Capacities, and Historical Power Generation -
Temperance Flat Reservoir
Upper San Joaquin River Basin Storage Investigation Temperance Flat Reservoir Surface Storage Option Technical Appendix to the Phase 1 Investigation Report A Joint Study by: Bureau of Reclamation California Department Mid-Pacific Region of Water Resources In Coordination with: The California Bay-Delta Authority October 2003 Upper San Joaquin River Basin Storage Investigation San Joaquin River looking downstream towards Millerton Lake Temperance Flat Reservoir Surface Storage Option Technical Appendix to the Phase 1 Investigation Report A Joint Study by: Bureau of Reclamation California Department Mid-Pacific Region of Water Resources In Coordination with: Prepared by: The California Bay-Delta Authority October 2003 Surface Water Storage Option Technical Memorandum TEMPERANCE FLAT RESERVOIR UPPER SAN JOAQUIN RIVER BASIN STORAGE INVESTIGATION TABLE OF CONTENTS Chapter Page ACRONYMS AND ABBREVIATIONS..................................................................... viii EXECUTIVE SUMMARY ...................................................................................... ES-1 CHAPTER 1. INTRODUCTION ............................................................................... 1-1 STORAGE OPTIONS SUMMARY.....................................................................................1-1 SUMMARY OF PREVIOUS INVESTIGATIONS................................................................1-4 POTENTIAL IMPROVEMENTS.........................................................................................1-4 RM 274 Options..............................................................................................................1-4 -
A Century of Delta Salt Water Barriers
A Century of Salt Water Barriers in the Delta By Tim Stroshane Policy Analyst Restore the Delta June 5, 2015 edition Since the late 19th century, California’s basic plan for water resource development has been to export water from the Sacramento River and the Delta to the San Joaquin Valley and southern California. Unfortunately, this basic plan ignores the reality that the Delta is the very definition of an estuary: it is where fresh water from the Central Valley’s rivers meets salt water from tidal flow to the Delta from San Francisco Bay. Productive ecosystems have thrived in the Delta for millenia prior to California statehood. But for nearly a century now, engineers and others have frequently referred to the Delta as posing a “salt menace,” a “salinity problem” with just two solutions: either maintain a predetermined stream flow from the Delta to Suisun Bay to hydraulically wall out the tide, or use physical barriers to separate saline from fresh water into the Delta. While readily admitting that the “salt menace” results from reduced inflows from the Delta’s major tributary rivers, the state of California uses salt water barriers as a technological fix to address the symptoms of the salinity problem, rather than the root causes. Given complex Delta geography, these two main solutions led to many proposals to dam up parts of San Francisco Bay, Carquinez Strait, or the waterway between Chipps Island in eastern Suisun Bay and the City of Antioch, or to use large amounts of water—referred to as “carriage water”— to hold the tide literally at bay. -
APPENDIX B Alternatives Development
APPENDIX B Alternatives Development Introduction In 2001, the U.S. Department of the Interior, Bureau of Reclamation, Mid-Pacific Region (Reclamation), California Department of Water Resources (DWR), and Contra Costa Water District (CCWD) began appraisal-level studies of the potential to expand Los Vaquero Reservoir to address regional water supply reliability and water quality needs. Expansion of Los Vaqueros was one of five potential surface water storage projects identified by the CALFED Bay-Delta Program (CALFED) as warranting further study. The appraisal-level studies indicated that expanding the reservoir by as much as 400,000 acre-feet was technically feasible and could provide water quality and water supply reliability to Bay Area water agencies in the region and also provide potential benefits to fisheries sensitive to water management operations in the Sacramento-San Joaquin Delta (Delta). Reclamation was directed by the Omnibus Appropriations Act of 2003 to conduct a feasibility-level investigation of the potential expansion of Los Vaqueros Reservoir. This appendix contains a description of the comprehensive alternatives development process initiated after voters in the CCWD service area approved an advisory measure in 2004 to continue investigating the potential for expansion of Los Vaqueros Reservoir. The alternatives development process was based partly on the Project Concept Report (CCWD, 2002) and the Final Draft Planning Report (CCWD, 2004). The process resulted in the development of four action alternatives which are evaluated this Draft Environmental Impact Statement/Environmental Impact Report (EIS/EIR). The No Project/No Action Alternative is also discussed. The alternatives development process consisted of the following three steps: • Initial concepts • Initial plans • Alternatives development and refinement This appendix also includes a summary of the evaluation of alternative sites for project components including intakes, pipelines, and conveyance facilities that are included in the action alternatives. -
Ca-Sierra-Way.Pdf
IN ANSWERING REFER TO UNITED STATES DEPARTMENT OF THE INTERIOR NATIONAL PARK SERVICE WASHINGTON I ~ how ~ yw ~ &ari.ng yov brief vial'b to ~ aaa ~ tha'b - bMi nG ~- - 4180t1Sm 'tho lllgb • ..._ "84· ~p l ltMG NOel'IOCl 1'0W ~ relio- a'bivo '° l-9~ I em entsiNlr ia ~ fllVh ucnw ata~ idlat thaA) 1e 9 1.aok of UOObQl- ot tbfJ Bil.$ Slen& ve&d bl Wa tenlteeyff" 1 was uw.tous " ~ what mowo are belng mado by the ~ Se.Mee - e~ llft onl.111ble scotloa or bhG B!c.h 8:$ona 9'Y ~ .tbe cmbift> Pff39" flfC&. KeN D.t:vur iJo "*9G er ~. I '°I.I.eve 1*ab onr wo!l hlPraJ ou'btlng t~ougti 'the VGr/ ~ of tlhe OD'bt\n 81.ern. wl~i eountey la mt GBlV ~le Wis WOtllt.\ be o ~ AfllmdiW• Yem dll ~ .U tba-t. tltlGN wu e ftJeftlf!Eil~ bl ow l'latioiml P.eeou~ "'°" to ~ ~ tdlatt -- mp &ABR ~ PaWk be ~ etft wu1d ~ ~-- nmgta Uver ~ r._,!w ad '118 ~ moumt~ ~ abow ._.. msretal "'"""- lid.-. Whtie ouh a pnpnl1Jl&a b still on11 a 180mmtm,.,~ IWVG.»llhelen• tl'lld.- "'9 flOa8Bt ~'1 w&8'sw~l1lvlllmnsmdfi)'\iea~ lbe- 11.evo -= one ot the men ~- DBaDS d ~ t1h9 doVelop_.. of web a ,an wu1d be taa. ~ of iiho mp &l.Ol'N i1'0ati. av ~ ~. haB a VfAl'T NA1 in tend 1n ,_, nok propeuiidon• au&. vs.en,. ls tu~ wbloh I bad '"' mimi ·whH. l apn 1Jo veu a.bout tho pe1ai'ldlltr ot our diMUosing the '6ole '"'"'• Bea L Thompaon. -
Municipal Water Quality Investigations Program History and Studies 1983—2012
State of California The Resources Agency Department of Water Resources Municipal Water Quality Investigations Program History and Studies 1983—2012 November 2013 Edmund Brown Jr. John Laird Mark W. Cowin Governor Secretary for Resources Director State of California The Resources Agency Department of Water Resources State of California Edmund G. Brown Jr., Governor California Natural Resources Agency John Laird, Secretary for Natural Resources Department of Water Resources Mark W. Cowin, Director Laura King Moon, Chief Deputy Director Office of the Chief Counsel Public Affairs Office Security Operations Cathy Crothers Nancy Vogel, Ass't Dir. Sonny Fong Gov't & Community Liaison Policy Advisor Legislative Affairs Office Kimberly Johnston~ Dodds Waiman Yip Kasey Schimke, Ass't Dir. Deputy Directors Paul Helliker Delta and Statewide Water Management Gary Bardini Integrated Water Management Carl Torgersen State Water Project John Pacheco California Energy Resources Scheduling Kathie Kishaba Business Operations Division of Environmental Services Dean F. Messer, Chief Office of Water Quality Stephani Spaar, Chief Municipal Water Quality Program Branch Municipal Water Quality Investigations Section Cindy Garcia, Chief Rachel Pisor, Chief Ofelia Bogdan, Staff Services Analyst Prepared By Sonia Miller, Project Leader Otome J. Lindsey Foreword The Sacramento-San Joaquin Delta (Delta) is a major source of drinking water for 25 million people of the State of California. Therefore, the quality of Delta water is an important consideration for its use as a drinking water source. However, Delta water quality may be degraded by a variety of sources and environmental factors. Close monitoring of Delta waters is necessary to ensure delivery of high quality source waters to urban water suppliers. -
11234700 Mammoth Pool Reservoir Near Big Creek, CA San Joaquin River Basin
Water-Data Report 2013 11234700 Mammoth Pool Reservoir near Big Creek, CA San Joaquin River Basin LOCATION.--Lat 37°19′40″, long 119°19′38″ referenced to North American Datum of 1927, in SE ¼ SE ¼ sec.10, T.7 S., R.24 E., Madera County, CA, Hydrologic Unit 18040006, in Sierra National Forest, in gatehouse of power tunnel intake, 0.7 mi northwest of dam on San Joaquin River, and 9.0 mi northwest of town of Big Creek. DRAINAGE AREA.--995 mi². SURFACE-WATER RECORDS PERIOD OF RECORD.--October 1959 to current year. GAGE.--Water-stage recorder. Elevation of gage is 3,354.28 ft above NGVD of 1929 (levels by Southern California Edison Co.). COOPERATION.--Records were collected by Southern California Edison Co., under general supervision of the U.S. Geological Survey, in connection with Federal Energy Regulatory Commission project no. 2085. Records not rounded to U.S. Geological Survey standards. REMARKS.--Reservoir is formed by an earth-fill dam; storage began Oct. 8, 1959. Usable capacity, 119,940 acre-ft, between elevations 3,100.00 ft, invert of power tunnel, and 3,330.00 ft, crest of spillway. Additional storage of 2,780 acre-ft is not available for release. Water is diverted from Mammoth Pool through tunnel for power development and returned to river 8.5 mi downstream from dam. Records, excluding extremes, represent usable contents at 2400 hours. See schematic diagram of lower San Joaquin River Basin available from the California Water Science Center. EXTREMES FOR PERIOD OF RECORD.--Maximum contents, 128,944 acre-ft, Jan.