CALIFORNIA DEPARTMENT of FISH and GAME CONSISTENCY DETERMINATION Fish and Game Code Section 2080.1 Tracking Number 2080-2009-007-00
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
0 5 10 15 20 Miles Μ and Statewide Resources Office
Woodland RD Name RD Number Atlas Tract 2126 5 !"#$ Bacon Island 2028 !"#$80 Bethel Island BIMID Bishop Tract 2042 16 ·|}þ Bixler Tract 2121 Lovdal Boggs Tract 0404 ·|}þ113 District Sacramento River at I Street Bridge Bouldin Island 0756 80 Gaging Station )*+,- Brack Tract 2033 Bradford Island 2059 ·|}þ160 Brannan-Andrus BALMD Lovdal 50 Byron Tract 0800 Sacramento Weir District ¤£ r Cache Haas Area 2098 Y o l o ive Canal Ranch 2086 R Mather Can-Can/Greenhead 2139 Sacramento ican mer Air Force Chadbourne 2034 A Base Coney Island 2117 Port of Dead Horse Island 2111 Sacramento ¤£50 Davis !"#$80 Denverton Slough 2134 West Sacramento Drexler Tract Drexler Dutch Slough 2137 West Egbert Tract 0536 Winters Sacramento Ehrheardt Club 0813 Putah Creek ·|}þ160 ·|}þ16 Empire Tract 2029 ·|}þ84 Fabian Tract 0773 Sacramento Fay Island 2113 ·|}þ128 South Fork Putah Creek Executive Airport Frost Lake 2129 haven s Lake Green d n Glanville 1002 a l r Florin e h Glide District 0765 t S a c r a m e n t o e N Glide EBMUD Grand Island 0003 District Pocket Freeport Grizzly West 2136 Lake Intake Hastings Tract 2060 l Holland Tract 2025 Berryessa e n Holt Station 2116 n Freeport 505 h Honker Bay 2130 %&'( a g strict Elk Grove u Lisbon Di Hotchkiss Tract 0799 h lo S C Jersey Island 0830 Babe l Dixon p s i Kasson District 2085 s h a King Island 2044 S p Libby Mcneil 0369 y r !"#$5 ·|}þ99 B e !"#$80 t Liberty Island 2093 o l a Lisbon District 0307 o Clarksburg Y W l a Little Egbert Tract 2084 S o l a n o n p a r C Little Holland Tract 2120 e in e a e M Little Mandeville -
Comprehensive Operations Plan and Monitoring Special Study Prepared by the Department of Water Resources and the U.S
August 25, 2019 Comprehensive Operations Plan and Monitoring Special Study Prepared by the Department of Water Resources and the U.S. Bureau of Reclamation In Accordance with the Water Quality Control Plan for the San Francisco Bay/Sacramento- San Joaquin Delta Estuary—December 12, 2018 This Comprehensive Operations Plan (COP) and Monitoring Special Study (MSS) describes current and potential future actions that fully address the impacts of the State Water Project (SWP) and Central Valley Project (CVP) export operations on water levels and flow conditions that may affect salinity conditions in the southern Delta, including the availability of assimilative capacity for local sources of salinity. The COP includes detailed information regarding the configuration and operations of facilities relied upon in the COP and identifies performance goals for these facilities. Comprehensive Operations Plan Current SWP/CVP Operations Exports The Department of Water Resources (DWR) and the U.S. Bureau of Reclamation (Reclamation) operate the State Water Project and Central Valley Project (collectively Projects), respectively, in compliance with the terms and conditions contained in their water rights permits and licenses issued by the State Water Resources Control Board (SWRCB). In December 1999 (and amended in March 2000), the SWRCB issued Water Rights Decision 1641 (D-1641), which amended the associated water rights permits with additional terms and conditions to protect beneficial uses in the Delta. This included assigning responsibility to DWR and Reclamation for meeting specific water quality and flow objectives (DWR, 2006). In addition, DWR and Reclamation must also comply with regulatory requirements, as applicable, contained in, but not limited to: • 2008 U.S. -
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 . -
GRA 9 – South Delta
2-900 .! 2-905 .! 2-950 .! 2-952 2-908 .! .! 2-910 .! 2-960 .! 2-915 .! 2-963 .! 2-964 2-965 .! .! 2-917 .! 2-970 2-920 ! .! . 2-922 .! 2-924 .! 2-974 .! San Joaquin County 2-980 2-929 .! .! 2-927 .! .! 2-925 2-932 2-940 Contra Costa .! .! County .! 2-930 2-935 .! Alameda 2-934 County ! . Sources: Esri, DeLorme, NAVTEQ, USGS, Intermap, iPC, NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, 2013 Calif. Dept. of Fish and Wildlife Area Map Office of Spill Prevention and Response I Data Source: O SPR NAD_1983_C alifornia_Teale_Albers ACP2 - GRA9 Requestor: ACP Coordinator Author: J. Muskat Date Created: 5/2 Environmental Sensitive Sites Section 9849 – GRA 9 South Delta Table of Contents GRA 9 Map ............................................................................................................................... 1 Table of Contents ...................................................................................................................... 2 Site Index/Response Action ...................................................................................................... 3 Summary of Response Resources for GRA 9......................................................................... 4 9849.1 Environmentally Sensitive Sites 2-900-A Old River Mouth at San Joaquin River....................................................... 1 2-905-A Franks Tract Complex................................................................................... 4 2-908-A Sand Mound Slough .................................................................................. -
Geology and Ground-Water Features of the Edison-Maricopa Area Kern County, California
Geology and Ground-Water Features of the Edison-Maricopa Area Kern County, California By P. R. WOOD and R. H. DALE GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1656 Prepared in cooperation with the California Department of Heater Resources UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1964 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director The U.S. Geological Survey Library catalog card for tbis publication appears on page following tbe index. For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 CONTENTS Page Abstract______________-_______----_-_._________________________ 1 Introduction._________________________________-----_------_-______ 3 The water probiem-________--------------------------------__- 3 Purpose of the investigation.___________________________________ 4 Scope and methods of study.___________________________________ 5 Location and general features of the area_________________________ 6 Previous investigations.________________________________________ 8 Acknowledgments. ____________________________________________ 9 Well-numbering system._______________________________________ 9 Geography ___________________________________________________ 11 Climate.__-________________-____-__------_-----_---_-_-_----_ 11 Physiography_..__________________-__-__-_-_-___-_---_-----_-_- 14 General features_________________________________________ 14 Sierra Nevada___________________________________________ 15 Tehachapi Mountains..---.________________________________ -
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. -
Subsidence Reversal for Tidal Reconnection
PERFORMANCE MEASURE 4.12: SUBSIDENCE REVERSAL FOR TIDAL RECONNECTION Performance Measure 4.12: Subsidence Reversal for Tidal Reconnection Performance Measure (PM) Component Attributes Type: Output Performance Measure Description 1 Subsidence reversal 0F activities are located at shallow subtidal elevations to prevent net loss of future opportunities to restore tidal wetlands in the Delta and Suisun Marsh. Expectations Preventing long-term net loss of land at intertidal elevations in the Delta and Suisun Marsh from impacts of sea level rise and land subsidence. Metric 1. Acres of Delta and Suisun Marsh land with subsidence reversal activity located on islands with large areas at shallow subtidal elevations. This metric will be reported annually. 2. Average elevation accretion at each project site presented in centimeters per year. This metric will be reported every five years. Baseline 1. In 2019, zero acres of subsidence reversal on islands with large areas at shallow subtidal elevations. 2. Short-term elevation accretion in the Delta at 4 centimeters per year. 1 Subsidence reversal is a process that halts soil oxidation and accumulates new soil material in order to increase land elevations. Examples of subsidence reversal activities are rice cultivation, managed wetlands, and tidal marsh restoration. DELTA PLAN, AMENDED – PRELIMINARY DRAFT NOVEMBER 2019 1 PERFORMANCE MEASURE 4.12: SUBSIDENCE REVERSAL FOR TIDAL RECONNECTION Target 1. By 2030, 3,500 acres in the Delta and 3,000 acres in Suisun Marsh with subsidence reversal activities on islands, with at least 50 percent of the area or with at least 1,235 acres at shallow subtidal elevations. 2. An average elevation accretion of subsidence reversal is at least 4 centimeters per year up to 2050. -
Consultation Letters
APPENDIX G Consultation Letters 20 February 2009 Ms. Maria Rea National Marine Fisheries Service 650 Capitol Mall, Suite 8-300 Sacramento, CA 95814-4708 Ph: (916)930-3600 Fax: (916)930-3629 Re: Request for a list of potentially occurring species and critical habitat, 2-Gates Project located in Contra Costa and San Joaquin Counties, California Ms. Rea, This letter is to request a list of potentially occurring species and critical habitat within the action area of the proposed 2-Gate Project located on Old River and Connection Slough in Contra Costa and San Joaquin Counties, California. Project Location The 2-Gate project would be located in the central Delta on two sites in and adjacent to the Old River and Connection Slough. The Old River and Connection Slough sites are located approximately 13 and 16 miles northwest of Stockton, and 4.8 and 6.8 miles north and northwest of Discovery Bay, respectively. The nearest developed areas are located in the City of Oakley, about 2.4 miles west of the Old River site. The regional location is shown in Figure 2-1, and a more detailed view of the area surrounding the Project sites is shown in Figure 2-2. As shown on Figure 2-2, the Old River site is located on Old River between Holland Tract and Bacon Island, about 3 miles south of Franks Tract and about 1 mile north of the confluence of Old River and Rock Slough. The Connection Slough site is located about 3.5 miles southeast of Franks Tract between Mandeville Island and Bacon Island and between Middle River and Little Mandeville Island. -
Sites Reservoir Project Public Draft EIR/EIS
6. Surface Water Resources 6.1 Introduction This chapter describes Existing Conditions (the environmental setting) and Sites Reservoir Project (Project)-related changes to surface water resources in the Extended, Secondary, and Primary study areas. Detailed descriptions and maps of these three study areas are provided in Chapter 1 Introduction, and summarized descriptions are included in this chapter. Surface water resources generally include reservoirs, rivers, and diversions. Permits and authorizations for surface water resources are presented in Chapter 4 Environmental Compliance and Permit Summary. The regulatory setting for surface water resources is presented in Appendix 4A Environmental Compliance. This chapter also includes a description of the surface water supply facilities operations and resulting surface water resources characteristics of California’s major water systems that are relevant to the Project: the Central Valley Project (CVP), a federal project that is operated and maintained by the Bureau of Reclamation (Reclamation), the State Water Project (SWP), operated and maintained by the California Department of Water Resources (DWR), and associated tributary rivers and streams. A schematic showing the layout of these two water systems, with the relative location of the Project, is shown in Figures 6-1A, 6-1B, and 6-1C. A comparison of these characteristics has been made between the Existing Conditions/No Project/No Action Condition, and the four action alternatives (Alternatives A, B, C, and D). Unless noted, all numbers shown related to storages, flows, exports, and deliveries in this chapter are generated from the CALSIM II computer simulation model. Appendix 6A Modeling of Alternatives, Appendix 6B Water Resources System Modeling, and Appendix 6C Upper Sacramento River Daily River Flow and Operations Modeling describe the assumptions and the analytical framework used in the surface water modeling analyses. -
Conceptual Model for Managed Wetlands in Suisun Marsh
Initial Draft Conceptual Model for Managed Wetlands in Suisun Marsh Compiled by Department of Fish and Game (DFG) and Suisun Resource Conservation District (SRCD) staff Contributors: Laureen Barthman – Thompson (DFG) Kristin Bruce (SRCD) Sarah Estrella (DFG) Paul Garrison III (DFG) Craig Haffner (SRCD) Julie Niceswanger (DFG) Gina Van Klompenburg (DFG) Bruce Wickland (SRCD) With input from: Dennis Becker Laurie Briden Cecilia Brown Steve Chappell Steve Culberson Cassandra Enos Chris Enright Bellory Fong Terri Gaines Jasper Lament Conrad Jones Victor Pacheco Facilitated by: Zachary Hymanson Stuart Siegel 1 Table of Contents 1.0 MANAGED WETLAND MANAGEMENT GOALS AND ASSUMPTIONS .................................. 5 2.0 CURRENT CONDITIONS .................................................................................................................... 5 2.1 PHYSICAL .......................................................................................................................................... 6 2.1.1 Applied water salinity .................................................................................................................. 6 2.1.2 Slough water salinity / Marsh-wide salinity gradient (DWR 2001) ............................................. 7 2.1.3 Soils .............................................................................................................................................. 7 2.1.4 Water year ................................................................................................................................... -
Landscape Change in Suisun Marsh AMBER DAWN MANFREE
Landscape Change in Suisun Marsh By AMBER DAWN MANFREE B.A. (Sonoma State University) 1995 M.A. (University of California, Davis) 2012 DISSERTATION Submitted in partial satisfaction of the requirements for the degree of DOCTOR OF PHILOSOPHY in Geography in the OFFICE OF GRADUATE STUDIES of the UNIVERSITY OF CALIFORNIA DAVIS Approved: _____________________________________ Peter B. Moyle, Chair _____________________________________ Deborah L. Elliott-Fisk _____________________________________ Jay R. Lund Committee in Charge 2014 i UMI Number: 3646341 All rights reserved INFORMATION TO ALL USERS The quality of this reproduction is dependent upon the quality of the copy submitted. In the unlikely event that the author did not send a complete manuscript and there are missing pages, these will be noted. Also, if material had to be removed, a note will indicate the deletion. UMI 3646341 Published by ProQuest LLC (2014). Copyright in the Dissertation held by the Author. Microform Edition © ProQuest LLC. All rights reserved. This work is protected against unauthorized copying under Title 17, United States Code ProQuest LLC. 789 East Eisenhower Parkway P.O. Box 1346 Ann Arbor, MI 48106 - 1346 Amber Dawn Manfree September 2014 Geography Landscape Change in Suisun Marsh Abstract Suisun Marsh is a 470 km2 wetland situated between the Sacramento-San Joaquin Delta and San Pablo Bay in the San Francisco Estuary. Today, about 80 percent of the marsh plain is privately owned by duck hunting clubs and managed in accordance with conservation agreements. A complex network of sloughs weaves through the Marsh, providing habitat for numerous aquatic species. Together the waterways and marsh plain support a stunning array of species, provide exurban open space, and are increasingly called upon to meet regional conservation objectives. -
Efficacy Report 2015 Emergency Drought Barrier Project -- June 2019
State of California California Natural Resources Agency Department of Water Resources Bay-Delta Office Efficacy Report 2015 Emergency Drought Barrier Project June 2019 Efficacy Report, 2015 Emergency Drought Barrier Project Executive Summary California’s four-year drought of 2012–2015 was one of the worst in California’s recorded history. As a result of the severe drought conditions, the amount of fresh water flowing through the Sacramento-San Joaquin River Delta (Delta) in the summer of 2015 would have been insufficient to adequately counter tidal pumping of Pacific Ocean saltwater into the Delta had the California Department of Water Resources (DWR) not taken appropriate measures. These measures included: (1) construction of the Emergency Drought Barrier (EDB) and (2) successful petitioning by DWR and the U.S. Bureau of Reclamation (USBR) to the California State Water Resources Control Board (SWRCB) for the establishment of temporary emergency water quality standards through the Temporary Urgency Change Petition (TUCP) process. This report focuses primarily on the EDB — how it was installed, what its effects were, and how it helped see California through the drought, which could well have persisted beyond 2015. To prevent further salinity intrusion into the Delta, DWR planned, designed, constructed, and monitored the 2015 EDB project in consultation with federal and State water and wildlife agencies. The trapezoidal-shaped barrier, which consisted of 92,500 cubic yards of aggregate rock, spanned the West False River from Jersey Island to Bradford Island in Contra Costa County for a period of approximately five months (May to October 2015). The total project cost was $36 million.