Water Budgets for Major Streams in the Central Valley, California, 1961-77
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TYPICAL VALLEY INDIAN HOMES Vol. 2 No. 11 YUBA CITY, CALIFORNIA
Vol. 2 No. 11 YUBA CITY, CALIFORNIA OCTOBER 17 1961 TYPICAL VALLEY INDIAN HOMES SUTTER COUNTY HISTORICAL SOCIETY FALL MEETING OCTOBER 17, 1961 TUESDAY EVENING — 8 P.M. PLACE: Board of Supervisors Chambers County Office Building, 2nd Street PRESIDENT: Mrs. Florence Arritt PROGRAM CHAIRMAN: Randolph Schnabel PROGRAM SPEAKER: Waddell F. Smith President, National Pony Express Centennial Association TOPIC: The History of the Pony Express and Its Centennial BOARD OF DIRECTORS MINUTES October 5, 1961 The Board of Directors of Sutter County Historical Society met in regular session October 5, 1961 at 7:30 P.M. in the office of the County Superintendent. The meeting was called to order by Vice President, Mrs. Ida Littlejohn in the absence of the president, Mrs. Florence Arritt. Mrs. Arritt is on her vacation traveling in the southwest and visiting many spots of historic interest such as Tombstone, Arizona. The minutes of the July Board meeting and regular meeting were read and approved. The treasurer reported cash in the bank $737.33. Film Fund $447.00 and general fund $290.33. Mr. Ramey reported a membership of 111. Fifteen new members were secured at the county fair booth. The following bills were approved for payment: Valley Print Shop — Membership Cards, Stationery $41.70. County of Sutter — Bulletin pictures $6.20. Earl Ramey — Postage $3.50. Program Chairman, Randolph Schnabel reported the program had already been arranged for the annual dinner meeting in January. Mrs. Gibson presented an invitation to the Sutter County Historical Society to en- tertain the Symposium of Historical Societies of Northern California and Southern Oregon in the fall of 1962. -
Table of Contents Executive Summary
MARCH 2012 SACRAMENTO VALLEY WATER QUALITY COALITION Monitoring and Reporting Program Plan Annual Monitoring Report 2011 Prepared by: LARRY WALKER ASSOCIATES Table of Contents Executive Summary ...................................................................................................................... v Summary of Monitoring Program ............................................................................................... v Management Practices and Actions Taken ................................................................................ vi Conclusions and Recommendations ......................................................................................... vii Introduction ................................................................................................................................... 1 Description of the Watershed ...................................................................................................... 3 Monitoring Objectives .................................................................................................................. 4 Sampling Site Descriptions .......................................................................................................... 6 Sampling Site Locations and Land Uses .................................................................................... 7 Site Descriptions ......................................................................................................................... 9 Butte/Yuba/Sutter Subwatershed ........................................................................................... -
Page 78 TITLE 16—CONSERVATION § 45A–1 Kaweah River and The
§ 45a–1 TITLE 16—CONSERVATION Page 78 Kaweah River and the headwaters of that branch Fork Kaweah River to its junction with Cactus of Little Kern River known as Pecks Canyon; Creek; thence easterly along the first hydro- thence southerly and easterly along the crest of graphic divide south of Cactus Creek to its the hydrographic divide between Pecks Canyon intersection with the present west boundary of and Soda Creek to its intersection with a lateral Sequoia National Park, being the west line of divide at approximately the east line of section township 16 south, range 29 east; thence south- 2, township 19 south, range 31 east; thence erly along said west boundary to the southwest northeasterly along said lateral divide to its corner of said township; thence easterly along intersection with the township line near the the present boundary of Sequoia National Park, southeast corner of township 18 south, range 31 being the north line of township 17 south, range east of the Mount Diablo base and meridian; 29 east, to the northeast corner of said township; thence north approximately thirty-five degrees thence southerly along the present boundary of west to the summit of the butte next north of Sequoia National Park, being the west lines of Soda Creek (United States Geological Survey al- townships 17 and 18 south, range 30 east, to the titude eight thousand eight hundred and eighty- place of beginning; and all of those lands lying eight feet); thence northerly and northwesterly within the boundary line above described are in- along the crest of the hydrographic divide to a cluded in and made a part of the Roosevelt-Se- junction with the crest of the main hydro- quoia National Park; and all of those lands ex- graphic divide between the headwaters of the cluded from the present Sequoia National Park South Fork of the Kaweah River and the head- are included in and made a part of the Sequoia waters of Little Kern River; thence northerly National Forest, subject to all laws and regula- along said divide now between Horse and Cow tions applicable to the national forests. -
Emigration of Juvenile Chinook Salmon (Oncorhynchus Tshawytscha) in the Feather
State of California The Resources Agency Department of Water Resources Division of Environmental Services Emigration of Juvenile Chinook Salmon (Oncorhynchus tshawytscha) in the Feather River, 2002-2004. May 2005 Table of Contents Table of Contents.............................................................................................................ii List of Tables...................................................................................................................iii List of Figures..................................................................................................................iv Summary......................................................................................................................... 1 Introduction ..................................................................................................................... 2 Methods .......................................................................................................................... 3 Study Area ................................................................................................................... 3 Field Collection Methods .............................................................................................. 3 Trap Efficiency and Emigration Estimate...................................................................... 5 Results ............................................................................................................................ 9 RST Catch and Species Composition ......................................................................... -
Fresno River Watershed Assessment Project Draft Final Report
Fresno River Watershed Assessment Project Draft Final Report Prepared for California State Department of Water Resources County of Madera By California State University, Fresno March 2010 This project was funded in part by a grant from the California Department of Water Resources and the County of Madera, California Acknowledgements Special thanks to the Central Sierra Watershed Committee for their support and feedback, which would not be possible without the leadership of Jeannie Habben. Larry Bellew, Tom Wheeler, and Jack Fry provided valuable support and local wisdom. Project director Elissa Brown navigated a diverse interests through logistics including a project freeze. The Madera County Departments of Environmental Health provided critical information and support for GIS-based data and tools. At CSU-Fresno, we thank Dr. Alice Wright and Darrin Alexander who processed all of the bacterial samples. Student Research Assistants Brett Moore, Jorge Baca, Zili He, Steven Gong, Sarah Rutherford, Thomas Gromis, Eddie Alves made the project possible. We also thank the College of Science & Mathematics and Dean Rogerson for support. Finally, thanks to the various landowners in the watershed for your generous property access and concern about your watershed. Table of Contents 1. INTRODUCTION Project Objectives and Tasks 2. MONITORING PLAN Background Selection of Sample Locations and Frequency General Field Measurements and Sample Collection 3. HYDROLOGY, WATER QUALITY AND FIRST FLUSH STUDY 4. SEDIMENTATION STUDY TO QUANTIFY SOIL EROSION AND SEDIMENT TRANSPORT 5. BIOASSESSMENT OF SEDIMENTATION & WATER QUALITY 6. SEPTIC INFLUENCES ON FECAL INDICATOR BACTERIA 7. IMPLICATIONS, DATA GAPS, AND FURTHER STUDIES REFERENCES Appendicies Literature review: Septic influences 1. INTRODUCTION The Fresno River is located in Madera County, California and is the most southerly of major east-side tributaries of the San Joaquin River (Figure 1.1). -
River West-Madera Master Plan
River West-Madera Master Plan APPENDICES Appendix A – River West-Madera Resource Assessment 39 | Page River West-Madera Master Plan River West- Madera Master Plan June 5, 2012 Resource Assessment The River West-Madera area consists of 795 acres of publicly owned land located in Madera County along the northern side of the San Joaquin River between Highway 41 and Scout Island. The Resource Assessment presents the area’s existing characteristics, as well as constraints and opportunities to future planning efforts. River West-Madera Master Plan River West-Madera Master Plan RESOURCE ASSESSMENT FIGURES ............................................................................................................................... 3 TABLES ................................................................................................................................. 4 EXISTING CHARACTERISITICS ............................................................................................. 5 Introduction ................................................................................................................................................ 5 Land Use and History .............................................................................................................................. 7 Cultural History ...................................................................................................................................... 7 Sycamore Island ................................................................................................................................... -
Findings of Violation and Order of Compliance: Patrick V
Certified Mail: 7001 0320 0002 4541 0922 Return Receipt Requested Patrick Richiutti 1970 E. Birkhead Avenue Fresno, CA 93720 Re: Findings of Violation and Order for Compliance under sections 308 and 309(a) of the Clean Water Act, EPA Docket No. CWA-404-309(a)-09-005 Dear Mr. Richiutti, The U.S. Environmental Protection Agency, Region 9 (“EPA”) has information that, between at least January 2006 and January 2009, you or persons at your direction discharged dredged and/or fill material into the reach of the Fresno River that forms the southern boundary of your property, shown on the Assessor’s Parcel Map as Assessor’s Parcel Nos. 033-160-001 and 033-160-002, without authorization under section 404 of the Clean Water Act. This reach of the Fresno River is an integral part the Federal Flood Control Project designated as the Hidden Lake and Fresno River Project. EPA issues the enclosed Findings of Violation and Order for Compliance (“Order”) pursuant to sections 308 and 309(a) of the Clean Water Act. The Findings describe the nature of the violations and the Order requires you to implement a removal and restoration plan (“R/R Plan”) to remove and legally dispose of the unauthorized material and restore the affected area of the Fresno River to its previous channel dimensions and configuration. The R/R Plan must be submitted to EPA for approval and must, at the minimum, include the following components: • Removal of all unauthorized dredged and fill material from the Fresno River; • Disposal of all removed material at appropriate upland locations, -
The 2014 Regional Transportation Plan Promotes a More Efficient
CHAPTER 5 STRATEGIC INVESTMENTS – VERSION 5 CHAPTER 5 STRATEGIC INVESTMENTS INTRODUCTION This chapter sets forth plans of action for the region to pursue and meet identified transportation needs and issues. Planned investments are consistent with the goals and policies of the plan, the Sustainable Community Strategy element (see chapter 4) and must be financially constrained. These projects are listed in the Constrained Program of Projects (Table 5-1) and are modeled in the Air Quality Conformity Analysis. The 2014 Regional Transportation Plan promotes Forecast modeling methods in this Regional Transportation a more efficient transportation Plan primarily use the “market-based approach” based on demographic data and economic trends (see chapter 3). The system that calls for fully forecast modeling was used to analyze the strategic funding alternative investments in the combined action elements found in this transportation modes, while chapter.. emphasizing transportation demand and transporation Alternative scenarios are not addressed in this document; they are, however, addressed and analyzed for their system management feasibility and impacts in the Environmental Impact Report approaches for new highway prepared for the 2014 Regional Transportation Plan, as capacity. required by the California Environmental Quality Act (State CEQA Guidelines Sections 15126(f) and 15126.6(a)). From this point, the alternatives have been predetermined and projects that would deliver the most benefit were selected. The 2014 Regional Transportation Plan promotes a more efficient transportation system that calls for fully funding alternative transportation modes, while emphasizing transportation demand and transporation system management approaches for new highway capacity. The Constrained Program of Projects (Table 5-1) includes projects that move the region toward a financially constrained and balanced system. -
Salinity Impared Water Bodies and Numerical Limits
Surface Water Bodies Listed as Impaired by Salinity or Electrical Conductivity on the 303(d) List1 Salinity Del Puerto Creek Hospital Creek Ingram Creek Kellogg Creek Knights Landing Ridge Cut Mountain House Creek Newman Wasteway Old River Pit River, South Fork Ramona Lake Salado Creek Sand Creek Spring Creek Tom Paine Slough Tule Canal Electrical Conductivity Delta Waterways (export area) Delta Waterways (northwestern portion) Delta Waterways (southern portion) Delta Waterways (western portion) Grassland Marshes Lower Kings River Mud Slough North Salt Slough San Joaquin River Temple Creek 1 List adopted by the Central Valley Water Board in June 2009. This list has not been approved by the State Water Board or U.S. EPA. Central Valley Water Bodies With Numerical Objectives for Electrical Conductivity or Total Dissolved Solids SURFACE WATERS GROUNDWATER Sacramento River Basin Tulare Lake Basin Hydrographic Units Sacramento River Westside Feather River Kings River American River Tulare Lake and Kaweah River Folsom Lake Tule River and Poso Goose Lake Kern River San Joaquin River Basin San Joaquin River Tulare Lake Basin Kings River Kaweah River Tule River Kern River Sacramento-San Joaquin Delta Sacramento River San Joaquin River So. Fork Mokelumne River Old River West Canal All surface waters and groundwaters Delta-Mendota Canal designated as municipal and domestic Montezuma Slough (MUN) water supplies must meet the Chadbourne Slough numerical secondary maximum Cordelia Slough contaminant levels for salinity in Title Goodyear Slough 22 of the California Code of Intakes on Van Sickle and Chipps Regulations. Islands . -
Appendix A: Description of Contractors and Exchange Partners
Final EA-15-022 Appendix A Description of Contractors and Exchange Partners Summary of Cross Valley Contractors The following description characterizes each Cross Valley Contractor and associated subcontractor: County of Fresno The County of Fresno has a water service contract (Contract No. 14-06-200-8292A-IR15) for up to 3,000 acre-feet per year (AFY) that is provided for municipal and industrial (M&I) uses to specific developments within its CVP service area. The County draws its water directly from Millerton Lake after its Delta supply has been exchanged for Friant supplies with Arvin-Edison Water Storage District (Arvin-Edison). The County’s CVP water supplies have been administered by Arvin-Edison for the last 20 years pursuant to an agreement between the County and Arvin-Edison. County of Tulare The County of Tulare has a water service contract (Contract No. 14-06-200-8293A-IR15) for up to 5,308 AFY of water. The County of Tulare is comprised of 10 subcontractors (both agricultural and M&I) and all are located in the same geographical area as the Friant Division Contractors. Of the 10 subcontractors, only five have routinely taken water deliveries via the County of Tulare’s contract in recent years. The County of Tulare’s CVP contract supply is divided among the 10 subcontractors as shown below: Alpaugh Irrigation District (Alpaugh) – up to 100 AFY (agricultural) Atwell Island Water District (Atwell Island) – up to 50 AFY (agricultural) City of Lindsay – up to 50 AFY (M&I) City of Visalia – up to 300 AFY (M&I) Fransinetto Farms LLC – up to 400 AFY (agricultural) Hills Valley Irrigation District (Hills Valley) – up to 2,913 AFY (agricultural) Saucelito Irrigation District (Saucelito) – up to 100 AFY (agricultural) Stone Corral Irrigation District (Stone Corral) – up to 950 AFY (agricultural) Strathmore Public Utility District (Strathmore) – up to 400 AFY (M&I) Styro-Tek, Inc. -
Mill Creek Reservoir
Upper San Joaquin River Basin Storage Investigation Mill Creek 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 Mill Creek in the Vicinity of the Potential Dam Site Mill Creek 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 MILL CREEK RESERVOIR UPPER SAN JOAQUIN RIVER BASIN STORAGE INVESTIGATION TABLE OF CONTENTS Chapter Page ACRONYMS AND ABBREVIATIONS ..................................................................... iv EXECUTIVE SUMMARY..................................................................................... ES-1 CHAPTER 1. INTRODUCTION..............................................................................1-1 OPTION SUMMARY ..................................................................................................... 1-1 EXISTING FACILITIES ................................................................................................. 1-1 SUMMARY OF PREVIOUS INVESTIGATIONS............................................................ 1-4 POTENTIAL IMPROVEMENTS CONSIDERED........................................................... -
FIS Report Template
VOLUME 1 OF 3 KERN COUNTY, CALIFORNIA AND INCORPORATED AREAS COMMUNITY NAME NUMBER COMMUNITY NAME NUMBER Arvin, City of 060076 McFarland, City of 060080 Bakersfield, City of 060077 Ridgecrest, City of 060081 California City, City of 060440 Shafter, City of 060082 Delano, City of 060078 Taft, City of 065063 Kern County, Unincorporated 060075 Tehachapi, City of 060084 Areas Maricopa, City of 060079 Wasco, City of 060085 PRELIMINARY: NOVEMBER 15, 2019 REVISED: To Be Determined FLOOD INSURANCE STUDY NUMBER 06029CV001B Version Number 2.6.3.6 TABLE OF CONTENTS Volume 1 Page SECTION 1.0 – INTRODUCTION 1 1.1 The National Flood Insurance Program 1 1.2 Purpose of this Flood Insurance Study Report 2 1.3 Jurisdictions Included in the Flood Insurance Study Project 2 1.4 Considerations for using this Flood Insurance Study Report 12 SECTION 2.0 – FLOODPLAIN MANAGEMENT APPLICATIONS 25 2.1 Floodplain Boundaries 25 2.2 Floodways 31 2.3 Base Flood Elevations 32 2.4 Non-Encroachment Zones 33 2.5 Coastal Flood Hazard Areas 33 2.5.1 Water Elevations and the Effects of Waves 33 2.5.2 Floodplain Boundaries and BFEs for Coastal Areas 33 2.5.3 Coastal High Hazard Areas 33 2.5.4 Limit of Moderate Wave Action 34 SECTION 3.0 – INSURANCE APPLICATIONS 34 3.1 National Flood Insurance Program Insurance Zones 34 SECTION 4.0 – AREA STUDIED 34 4.1 Basin Description 34 4.2 Principal Flood Problems 36 4.3 Non-Levee Flood Protection Measures 39 4.4 Levees 40 SECTION 5.0 – ENGINEERING METHODS 53 5.1 Hydrologic Analyses 53 5.2 Hydraulic Analyses 59 5.3 Coastal Analyses 67 5.3.1