Wsmp 2040 Water Supply Management Program 2040
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Campground (2869 Golden Torch Rd, Tel
MileByMile.com Personal Road Trip Guide California Byway Highway # "Route 4--Ebbetts Pass Road" Miles ITEM SUMMARY 0.0 Arnold, California Community of Arnold, California, located in Calaveras County, California. This is where Ebbetts Pass Byway starts.M eadowmont Golf Course, a 9 hole short layout Golf Course, on Ebbetts Pass Highway Route #4. Altitude: 3950 feet 0.4 Dunbar Road Dunbar Road, Blagen Road, White Pines, California, White Pines Lake, San Antonio Circle Altitude: 4029 feet 1.5 Linda Drive Linda Drive, Blue Lake Springs Drive, Sequoia Woods Country Club, in Arnold, Calaveras County, California Altitude: 4265 feet 1.7 Upper Moran Road Upper Moran Road, Oak Tree Parkway, Beaver Creek, North Fork of Stanislaus River, Huge, Bulk trees located in Calaveras Big Trees State Park, in California. Altitude: 4311 feet 3.2 North Grove North Grove, Oak Trees Parkway, Scenic Calavars Big Trees State Park, Tall, Big Trees offer a grand natural scenic area. Altitude: 4682 feet 3.4 Forest Route 7N08 Forest Route 7N08, Summit Level Road, Railroad Flat Road to Independence, California, leads through the Calavaras Big Trees State Park Altitude: 4777 feet 4.2 Dardanelle Vista Snowshoe Lake, Stanilaus River Altitude: 5033 feet 5.3 Snowshoe Springs, Community of Snowshoe Springs, California. Golden Pines RV Resort California & Campground (2869 Golden Torch Rd, Tel. 209-795-2820). Altitude: 4941 feet 5.8 Dorrington, California A resort town on State Route #4, within the Calaveras Big Trees State Park, along Ebbetts Pass Road Byway, California. Altitude: 4783 feet 6.6 Camp Connell, CA Community of Camp Connell, CA. -
The Saltiest Springs in the Sierra Nevada, California
The Saltiest Springs in the Sierra Nevada, California Scientific Investigations Report 2017–5053 U.S. Department of the Interior U.S. Geological Survey Cover. Photograph of more than a dozen salt-evaporation basins at Hams salt spring, which have been carved by Native Americans in granitic bedrock. Saline water flows in light-colored streambed on left. Photograph by J.S. Moore, 2009. The Saltiest Springs in the Sierra Nevada, California By James G. Moore, Michael F. Diggles, William C. Evans, and Karin Klemic Scientific Investigations Report 2017–5053 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior RYAN K. ZINKE, Secretary U.S. Geological Survey William H. Werkheiser, Acting Director U.S. Geological Survey, Reston, Virginia: 2017 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment—visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://store.usgs.gov. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this information product, for the most part, is in the public domain, it also may contain copyrighted materials as noted in the text. Permission to reproduce copyrighted items must be secured from the copyright owner. Suggested citation: Moore, J.G., Diggles, M.F., Evans, W.C., and Klemic, K., 2017, The saltiest springs in the Sierra Nevada, California: U.S. -
Pardee Reservoir Calaveras County, California Tunnel Leakage Report
Pardee Reservoir Calaveras County, California Tunnel Leakage Report July 2013 Prepared by: Jacobs Associates 465 California Street, Suite 1000 San Francisco, CA 94104 AMEC Environment & Infrastructure, Inc. 2101 Webster Street, 12th Floor Oakland, CA 94612 Distribution To: Bilgin Atalay East Bay Municipal Utility District 375 Eleventh Street Oakland, CA 94607 From: Jan Van Greunen, PhD, PE Jacobs Associates Prepared By: Jan Van Greunen, PhD, PE Jacobs Associates Todd Crampton, CEG AMEC Environment & Infrastructure, Inc. Reviewed By: Michael T. McRae, DEng, PE, GE Jacobs Associates Jacobs Associates -ii- Rev. No. 1 / July 2013 Table of Contents 1 Introduction ...................................................................................................................................... 1 2 Background ...................................................................................................................................... 2 3 Regional Geology ............................................................................................................................. 5 4 Tunnel Inspections and Evaluation of Seepage .............................................................................. 7 4.1 Previous Tunnel Inspections ............................................................................................... 7 4.1.1 Tunnel Inspection, 1962 ......................................................................................... 7 4.1.2 Tunnel Inspection, 1982 (from the EBMUD 2003 Seepage Report) .................... -
Kirkwood Meadows Public Utilities District Power Line Reliability Project
Kirkwood Meadows Public Utilities District Power Line Reliability Project Project Description: Alternatives, Including the Proposed Action KMPUD Project Description page 1 of 31 Introduction ____________________________________________ This chapter describes and compares the alternatives considered for the Kirkwood Meadows Power Line Reliability Project. It describes both alternatives considered in detail and those eliminated from detailed study. The end of this chapter presents the alternatives in tabular format so that the alternatives and their environmental impacts can be readily compared. Alternatives Considered in Detail __________________________ Based on the issues identified through public comment on the proposed action, the Forest Service developed four (4) alternative proposals that achieve the purpose and need differently than the proposed action. In addition, the Forest Service is required to analyze a No Action alternative. The proposed action, alternatives, and no action alternative are described in detail below. Alternative 1 – No Action Under the No Action alternative, current management plans would continue to guide management of the project area. No power line or supporting structures would be constructed to accomplish the purpose and need, and the Kirkwood community and ski resort would continue to be powered primarily by diesel generated electricity. Currently low sulfur dyed diesel fuel #2 is trucked into Kirkwood roughly two to three times per week during the winter months and once per week during the summer months. The number of trips depends on the consumption. Snowmaking, for instance, may consume as much as 5,000 gallons in a 24-hour period. There have been fuel spills during transport and transfer of fuel to the storage tanks. -
11313500 Salt Springs Reservoir Near West Point, CA San Joaquin River Basin
Water-Data Report 2007 11313500 Salt Springs Reservoir near West Point, CA San Joaquin River Basin LOCATION.--Lat 38°29′55″, long 120°12′52″ referenced to North American Datum of 1927, in NW ¼ SE ¼ sec.33, T.8 N., R.16 E., Calaveras County, CA, Hydrologic Unit 18040012, in Eldorado National Forest, near center of Salt Springs Dam on North Fork Mokelumne River, 1.8 mi upstream from Cole Creek, and 18 mi northeast of West Point. DRAINAGE AREA.--169 mi². SURFACE-WATER RECORDS PERIOD OF RECORD.--March 1931 to current year. Prior to October 1964, records published as usable contents. REVISED RECORDS.--WSP 1930: Drainage area, WDR CA-00-3: 1999 (month-end gage heights). GAGE.--Water-stage recorder. Prior to Oct. 1, 1991, nonrecording gage read once daily. Datum of gage is NGVD of 1929 (levels by Pacific Gas and Electric Company). COOPERATION.--Records were collected by Pacific Gas and Electric Company, under general supervision of the U.S. Geological Survey, in connection with Federal Energy Regulatory Commission project no. 137. REMARKS.--Reservoir is formed by concrete-faced rock-fill dam, completed in 1931; storage began in March 1931. Capacity, 141,857 acre-ft, between elevations 3,667.75 ft, outlet drain, and 3,958.0 ft, top of radial gates. Storage of 1,860 acre-ft available for release to river only. Water is released through Salt Springs Powerplant (station 11313510) just downstream from dam and discharged into Tiger Creek Powerplant Conduit (station 11314000). Figures given, including extremes, represent total contents. See schematic diagram of Mokelumne River Basin available from the California Water Science Center. -
4.9 Hydrology and Water Quality
4.9 HYDROLOGY AND WATER QUALITY This section describes the regulations pertaining to, and the existing conditions of, surface water, groundwater, water quality, and water supply existing within the planning area, and an evaluation of impacts associated with implementation of the Draft General Plan. 4.9.1 REGULATORY SETTING FEDERAL PLANS, POLICIES, REGULATIONS, AND LAWS Clean Water Act The Clean Water Act of 1972 (CWA) is the primary federal law that governs and authorizes water quality control activities by the U.S. Environmental Protection Agency (EPA), the lead federal agency responsible for water quality management. By establishing water quality standards, issuing permits, monitoring discharges, and managing polluted runoff, the CWA seeks to restore and maintain the chemical, physical, and biological integrity of surface waters to support “the protection and propagation of fish, shellfish, and wildlife and recreation in and on the water.” EPA is the federal agency with primary authority for implementing regulations adopted pursuant to CWA, and has delegated the state of California as the authority to implement and oversee most of the programs authorized or adopted for CWA compliance through the Porter-Cologne Water Quality Control Act of 1969 described below. Water Quality Criteria and Standards EPA has published water quality regulations under Volume 40 of the Code of Federal Regulations (40 CFR). Section 303 of the CWA requires states to adopt water quality standards for all surface waters of the United States. As defined by the CWA, water quality standards consist of two elements: (1) designated beneficial uses of the water body in question and (2) criteria that protect the designated uses. -
2016 High Country Community Wildfire Protection Plan Amador Fire Safe Council
2016 High Country Community Wildfire Protection Plan Amador Fire Safe Council High Country Community Wildfire Protection Plan September 19, 2016 DATE: September 19, 2016 TO: Amador County Board of Supervisors FROM: Amador Fire Safe Council SUBJ: High Country Community Wildfire Protection Plan It is with great pleasure that the Amador Fire Safe Council (AFSC) submits the attached High Country Community Wildfire Protection Plan (HCCWPP) for approval by the Amador Board of Supervisors. We recommend your approval. This plan is the culmination of many years of work achieved through Title III funding. It incorporates all the public input received during the review process. The plan is the result of cooperation between the USDA Forest Service, USDI Bureau of Land Management, CAL FIRE, Sierra Pacific Industries, PG&E, Amador Fire Protection District, and many volunteers, not the least of which is John Hofmann, Natural Resource Advisor to the Amador County Board of Supervisors. John Hofmann worked tirelessly to complete the HCCWPP as he understood that active forest management is the solution to virtually all forest health challenges. For this reason, the AFSC wishes to dedicate this plan to John Hofmann. We will be bringing the CWPP before the Board for final approval action on September 27, 2016. We hope the Board of Supervisors agrees with our recommendation for approval of the plan and its dedication High Country Community Wildfire Protection Plan September 19, 2016 Table of Contents Chapter 1 – Plan Introduction – an introduction to the document and the High country Planning Unit .................... 1 Chapter 2 – High Country Planning Process – summarizes the public process used to develop this Fire Plan ... -
Walter R. Mclean Papers
http://oac.cdlib.org/findaid/ark:/13030/tf7779n9g3 No online items Walter R. McLean papers Processed by the Water Resources Collections and Archives staff. Special Collections & University Archives The UCR Library P.O. Box 5900 University of California Riverside, California 92517-5900 Phone: 951-827-3233 Fax: 951-827-4673 Email: [email protected] URL: http://library.ucr.edu/libraries/special-collections-university-archives © 2008 The Regents of the University of California. All rights reserved. Walter R. McLean papers WRCA 077 1 Descriptive Summary Title: Walter R. McLean papers Date (bulk): bulk 1930-1968 Collection Number: WRCA 077 Extent: 19 linear feet40 boxes Repository: Rivera Library. Special Collections Department. Riverside, CA 92517-5900 Languages: English. Access Collection is open for research. Publication Rights Copyright has not been assigned to the Water Resources Collections and Archives. All requests for permission to publish or quote from manuscripts must be submitted in writing to the Director of Distinctive Collections. Permission for publication is given on behalf of the Water Resources Collections and Archives as the owner of the physical items and is not intended to include or imply permission of the copyright holder, which must also be obtained by the reader. Preferred Citation [identification of item], [date if possible]. Walter R. McLean papers (WRCA 077). Water Resources Collections and Archives. Special Collections & University Archives, University of California, Riverside. Biographical Information Walter Reginald McLean, the son of Walter Reginald and Sarah Jane (Patterson) McLean, was born on July 16, 1903 in the town of Broderick in Yolo County, California. His distinguished career embraces fifty-three years of service to the East Bay Municipal Utility District, plus fifteen years as a consultant to water-related projects in the United States, South America, and South Africa. -
Evaluation of the Fragility of East Bay Municipal Utility District (EBMUD) Mokelumne Aqueduct
San Jose State University SJSU ScholarWorks Master's Theses Master's Theses and Graduate Research Spring 2018 Evaluation of the Fragility of East Bay Municipal Utility District (EBMUD) Mokelumne Aqueduct Sara Chalian San Jose State University Follow this and additional works at: https://scholarworks.sjsu.edu/etd_theses Recommended Citation Chalian, Sara, "Evaluation of the Fragility of East Bay Municipal Utility District (EBMUD) Mokelumne Aqueduct" (2018). Master's Theses. 4895. DOI: https://doi.org/10.31979/etd.a7y5-fy24 https://scholarworks.sjsu.edu/etd_theses/4895 This Thesis is brought to you for free and open access by the Master's Theses and Graduate Research at SJSU ScholarWorks. It has been accepted for inclusion in Master's Theses by an authorized administrator of SJSU ScholarWorks. For more information, please contact [email protected]. EVALUATION OF THE FRAGILITY OF EAST BAY MUNICIPAL UTILITY DISTRICT (EBMUD) MOKELUMNE AQUEDUCT A Thesis Presented to The Faculty of the Department of Civil and Environmental Engineering San José State University In Partial Fulfillment of the Requirements for the Degree Master of Science by Sara Chalian May 2018 © 2018 Sara Chalian ALL RIGHTS RESERVED The Designated Thesis Committee Approves the Thesis Titled EVALUATION OF THE FRAGILITY OF EAST BAY MUNICIPAL UTILITY DISTRICT (EBMUD) MOKELUMNE AQUEDUCT by Sara Chalian APPROVED FOR THE DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING SAN JOSÉ STATE UNIVERSITY May 2018 Laura Sullivan-Green, Ph.D. Civil and Environmental Engineering Department Manny Gabet, Ph.D. Geology Department Yogesh Prashar, P.E., G.E. Associate Engineer, East Bay Municipal Utility District ABSTRACT EVALUATION OF THE FRAGILITY OF EAST BAY MUNICIPAL UTILITY DISTRICT (EBMUD) MOKELUMNE AQUEDUCT by Sara Chalian The East Bay Municipal Utility District provides water to the eastern region of the San Francisco Bay Area. -
Where Does Your Water Come From? Water in the S.F. Bay Area
Where Does Your Water Come From? Water in the S.F. Bay Area NPS California Science Project The East Bay Municipal Utility District (EBMUD) serves ~1.3 million people in a 332 square mile region. The population is the service area is expected to increase to ~1.6 million by 2030. EBMUD is a publicly owned utility established in 1921 by the California Legislature to provide EBMUD water service. EBMUD serves 20 cities and unincorporated areas in Alameda and Contra Costa counties. 90% of EBMUD water comes from the protected Mokelumne River watershed. This 627 square mile watershed is located NE of the Sacramento-San Joaquin Delta on the western slopes of the Sierra. EBMUD Snowmelt and runoff from parts of Alpine, Amador and Calaveras counties contribute to the Mokelumne watershed. EBMUD Most of the watershed is protected and undeveloped - consists of open space and forest land. EBMUD The waters of the Mokelumne River are collected in the Pardee Reservoir by the Pardee Dam (38 miles NE of Stockton). Its capacity is equivalent to a 10- month supply for 1.3 million customers. This reservoir has a maximum capacity of 10 months water supply for EBMUD EBMUD Drinking water supplied to the East Bay is transferred from the Pardee Reservoir by the 2.2 mile Pardee tunnel to the Mokelumne Aqueducts. The Mokelumne Aqueducts transport water 82 miles to the East Bay. The Aqueducts consist of 3 steel pipelines ranging in diameter from 5 feet 5 inches to 7 feet 3 inches in diameter. The Aqueducts carry 200 million gallons/day (MGD) by gravity flow but can be increased to 325 MGD with pumping. -
Lower Mokelumne River Salmonid Redd Survey Report: October 2011 Through February 2012
Lower Mokelumne River Salmonid Redd Survey Report: October 2011 through February 2012 June 2013 Robyn Bilski and Ed Rible East Bay Municipal Utility District, 1 Winemasters Way, Lodi, CA 95240 Key words: lower Mokelumne River, salmonid, fall-run Chinook salmon, Oncorhynchus mykiss, redd survey, spawning, superimposition, gravel enhancement ___________________________________________________________________________ Abstract Weekly fall-run Chinook salmon (Oncorhynchus tshawytscha) and winter-run steelhead/rainbow trout (O. mykiss) spawning surveys were conducted on the lower Mokelumne River from 19 October 2011 through 28 February 2012. Estimated total escapement during the 2011/2012 season was 18,596 Chinook salmon. The estimated number of in-river spawners was 2,674 Chinook salmon. The first salmon redd was detected on 19 October 2011. During the surveys, a total of 564 salmon redds were identified. Forty-three (7.6%) Chinook salmon redds were superimposed by other Chinook salmon redds and 336 (59.6%) redds were located within gravel enhancement areas. The reach from Camanche Dam to Mackville Road (reach 6) contained 512 (90.2%) salmon redds and the reach from Mackville Road to Elliott Road (reach 5) contained 52 (9.8%) salmon redds. The highest number of Chinook salmon redd detections (161) took place on 22 November 2011. The first O. mykiss redd was found on 22 November 2011. Sixty-eight O. mykiss redds were identified. Nine O. mykiss redds were superimposed on Chinook salmon redds and one O. mykiss redd was superimposed on another O. mykiss redd. Thirty-one (45.6%) O. mykiss redds were located within gravel enhancement areas. Reach 6 contained 51 (75%) redds and reach 5 contained 17 (25%) redds. -
CAWP DEIR Application DRAFT
Central Amador Water Project (CAWP) Water Right Application Environmental Impact Report DRAFT SCH #2016092008 Lead Agency: Amador Water Agency 12800 Ridge Road Sutter Creek, CA 95685 Contact: Gene Mancebo 209.223.3018 Prepared By: May 2017 Amador Water Agency CAWP Water Right Application Table of Contents Environmental Impact Report DRAFT This page intentionally left blank. Amador Water Agency CAWP Water Right Application Table of Contents Environmental Impact Report DRAFT Table of Contents Executive Summary ................................................................................................ ES-1 ES-1 Introduction .............................................................................................. ES-1 ES-2 Project Location ....................................................................................... ES-2 ES-3 Purpose and Need ................................................................................... ES-2 ES-4 CEQA Objectives ..................................................................................... ES-2 ES-5 Summary of Impacts ................................................................................ ES-2 Chapter 1 Introduction ............................................................................................... 1-1 1.1 Introduction ................................................................................................. 1-1 1.2 Compliance with CEQA ............................................................................... 1-1 1.2.1 State Requirements ...................................................................................