San Francisco Bay – Tutorial Script the City of San Francisco Is Surrounded on Three Sides by Coastline
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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 -
Ovarian Development of the Mud Crab Scylla Paramamosain in a Tropical Mangrove Swamps, Thailand
Available Online JOURNAL OF SCIENTIFIC RESEARCH Publications J. Sci. Res. 2 (2), 380-389 (2010) www.banglajol.info/index.php/JSR Ovarian Development of the Mud Crab Scylla paramamosain in a Tropical Mangrove Swamps, Thailand M. S. Islam1, K. Kodama2, and H. Kurokura3 1Department of Aquaculture and Fisheries, Jessore Science and Technology University, Jessore- 7407, Bangladesh 2Marine Science Institute, The University of Texas at Austin, Channel View Drive, Port Aransas, Texas 78373, USA 3Laboratory of Global Fisheries Science, Department of Global Agricultural Sciences, The University of Tokyo, Bunkyo, Tokyo 113-8657, Japan Received 15 October 2009, accepted in revised form 21 March 2010 Abstract The present study describes the ovarian development stages of the mud crab, Scylla paramamosain from Pak Phanang mangrove swamps, Thailand. Samples were taken from local fishermen between June 2006 and December 2007. Ovarian development was determined based on both morphological appearance and histological observation. Ovarian development was classified into five stages: proliferation (stage I), previtellogenesis (II), primary vitellogenesis (III), secondary vitellogenesis (IV) and tertiary vitellogenesis (V). The formation of vacuolated globules is the initiation of primary vitellogenesis and primary growth. The follicle cells were found around the periphery of the lobes, among the groups of oogonia and oocytes. The follicle cells were hardly visible at the secondary and tertiary vitellogenesis stages. Yolk granules occurred in the primary vitellogenesis stage and are first initiated in the inner part of the oocytes, then gradually concentrated to the periphery of the cytoplasm. The study revealed that the initiation of vitellogenesis could be identified by external observation of the ovary but could not indicate precisely. -
Sediment Transport in the San Francisco Bay Coastal System: an Overview
Marine Geology 345 (2013) 3–17 Contents lists available at ScienceDirect Marine Geology journal homepage: www.elsevier.com/locate/margeo Sediment transport in the San Francisco Bay Coastal System: An overview Patrick L. Barnard a,⁎, David H. Schoellhamer b,c, Bruce E. Jaffe a, Lester J. McKee d a U.S. Geological Survey, Pacific Coastal and Marine Science Center, Santa Cruz, CA, USA b U.S. Geological Survey, California Water Science Center, Sacramento, CA, USA c University of California, Davis, USA d San Francisco Estuary Institute, Richmond, CA, USA article info abstract Article history: The papers in this special issue feature state-of-the-art approaches to understanding the physical processes Received 29 March 2012 related to sediment transport and geomorphology of complex coastal–estuarine systems. Here we focus on Received in revised form 9 April 2013 the San Francisco Bay Coastal System, extending from the lower San Joaquin–Sacramento Delta, through the Accepted 13 April 2013 Bay, and along the adjacent outer Pacific Coast. San Francisco Bay is an urbanized estuary that is impacted by Available online 20 April 2013 numerous anthropogenic activities common to many large estuaries, including a mining legacy, channel dredging, aggregate mining, reservoirs, freshwater diversion, watershed modifications, urban run-off, ship traffic, exotic Keywords: sediment transport species introductions, land reclamation, and wetland restoration. The Golden Gate strait is the sole inlet 9 3 estuaries connecting the Bay to the Pacific Ocean, and serves as the conduit for a tidal flow of ~8 × 10 m /day, in addition circulation to the transport of mud, sand, biogenic material, nutrients, and pollutants. -
Upper Sacramento River Summary Report August 4Th-5Th, 2008
Upper Sacramento River Summary Report August 4th-5th, 2008 California Department of Fish and Game Heritage and Wild Trout Program Prepared by Jeff Weaver and Stephanie Mehalick Introduction: The 400-mile long Sacramento River system is the largest watershed in the state of California, encompassing the McCloud, Pit, American, and Feather Rivers, and numerous smaller tributaries, in total draining nearly one-fifth of the state. From the headwaters downstream to Shasta Lake, referred to hereafter as the Upper Sacramento, this portion of the Sacramento River is a designated Wild Trout Water (with the exception of a small section near the town of Dunsmuir, which is a stocked put-and-take fishery) (Figure 1). The California Department of Fish and Game’s (DFG) Heritage and Wild Trout Program (HWTP) monitors this fishery through voluntary angler survey boxes, creel census, direct observation snorkel surveys, electrofishing surveys, and habitat analyses. The HWTP has repeated sampling over time in a number of sections to obtain trend data related to species composition, trout densities, and habitat condition to aid in the management of this popular sport fishery. In August 2008, the HWTP resurveyed four historic direct observation survey sections on the Upper Sacramento. Methods: Surveys occurred between August 4th and 5th, 2008 with the aid of HWTP personnel and DFG volunteers. Sections were identified prior to the start of the surveys using GPS coordinates, written directions, and past experience. Fish were counted via direct observation snorkel surveys, an effective survey technique in many streams and creeks in California and the Pacific Northwest (Hankin & Reeves, 1988). -
Bothin Marsh 46
EMERGENT ECOLOGIES OF THE BAY EDGE ADAPTATION TO CLIMATE CHANGE AND SEA LEVEL RISE CMG Summer Internship 2019 TABLE OF CONTENTS Preface Research Introduction 2 Approach 2 What’s Out There Regional Map 6 Site Visits ` 9 Salt Marsh Section 11 Plant Community Profiles 13 What’s Changing AUTHORS Impacts of Sea Level Rise 24 Sarah Fitzgerald Marsh Migration Process 26 Jeff Milla Yutong Wu PROJECT TEAM What We Can Do Lauren Bergenholtz Ilia Savin Tactical Matrix 29 Julia Price Site Scale Analysis: Treasure Island 34 Nico Wright Site Scale Analysis: Bothin Marsh 46 This publication financed initiated, guided, and published under the direction of CMG Landscape Architecture. Conclusion Closing Statements 58 Unless specifically referenced all photographs and Acknowledgments 60 graphic work by authors. Bibliography 62 San Francisco, 2019. Cover photo: Pump station fronting Shorebird Marsh. Corte Madera, CA RESEARCH INTRODUCTION BREADTH As human-induced climate change accelerates and impacts regional map coastal ecologies, designers must anticipate fast-changing conditions, while design must adapt to and mitigate the effects of climate change. With this task in mind, this research project investigates the needs of existing plant communities in the San plant communities Francisco Bay, explores how ecological dynamics are changing, of the Bay Edge and ultimately proposes a toolkit of tactics that designers can use to inform site designs. DEPTH landscape tactics matrix two case studies: Treasure Island Bothin Marsh APPROACH Working across scales, we began our research with a broad suggesting design adaptations for Treasure Island and Bothin survey of the Bay’s ecological history and current habitat Marsh. -
Sacramento River Flood Control System
A p pp pr ro x im a te ly 5 0 M il Sacramento River le es Shasta Dam and Lake ek s rre N Operating Agency: USBR C o rt rr reek th Dam Elevation: 1,077.5 ft llde Cre 70 I E eer GrossMoulton Pool Area: 29,500 Weir ac AB D Gross Pool Capacity: 4,552,000 ac-ft Flood Control System Medford !( OREGON IDAHOIDAHO l l a a n n a a C C !( Redding kk ee PLUMAS CO a e a s rr s u C u s l l Reno s o !( ome o 99 h C AB Th C NEVADA - - ^_ a a Sacramento m TEHAMA CO aa hh ee !( TT San Francisco !( Fresno Las Vegas !( kk ee e e !( rr Bakersfield 5 CC %&'( PACIFIC oo 5 ! Los Angeles cc !( S ii OCEAN a hh c CC r a S to m San Diego on gg !( ny ii en C BB re kk ee ee k t ee Black Butte o rr C Reservoir R i dd 70 v uu Paradise AB Oroville Dam - Lake Oroville Hamilton e M Operating Agency: CA Dept of Water Resources r Dam Elevation: 922 ft City Chico Gross Pool Area: 15,800 ac Gross Pool Capacity: 3,538,000 ac-ft M & T Overflow Area Black Butte Dam and Lake Operating Agency: USACE Dam Elevation: 515 ft Tisdale Weir Gross Pool Area: 4,378 ac 3 B's GrossMoulton Pool Capacity: 136,193Weir ac-ft Overflow Area BUTTE CO New Bullards Bar Dam and Lake Operating Agency: Yuba County Water Agency Dam Elevation: 1965 ft Gross Pool Area: 4,790 ac Goose Lake Gross Pool Capacity: 966,000 ac-ft Overflow Area Lake AB149 kk ee rree Oroville Tisdale Weir C GLENN CO ee tttt uu BB 5 ! Oroville New Bullards Bar Reservoir AB49 ll Moulton Weir aa nn Constructed: 1932 Butte aa CC Length: 500 feet Thermalito Design capacity of weir: 40,000 cfs Design capacity of river d/s of weir: 110,000 cfs Afterbay Moulton Weir e ke rro he 5 C ! Basin e kk Cre 5 ! tt 5 ! u Butte Basin and Butte Sink oncu H Flow from the 3 overflow areas upstream Colusa Weir of the project levees, from Moulton Weir, Constructed: 1933 and from Colusa Weir flows into the Length: 1,650 feet Butte Basin and Sink. -
March 2021 | City of Alameda, California
March 2021 | City of Alameda, California DRAFT ALAMEDA GENERAL PLAN 2040 CONTENTS 04 MARCH 2021 City of Alameda, California MOBILITY ELEMENT 78 01 05 GENERAL PLAN ORGANIZATION + THEMES 6 HOUSING ELEMENT FROM 2014 02 06 LAND USE + CITY DESIGN ELEMENT 22 PARKS + OPEN SPACE ELEMENT 100 03 07 CONSERVATION + CLIMATE ACTION 54 HEALTH + SAFETY ELEMENT 116 ELEMENT MARCH 2021 DRAFT 1 ALAMEDA GENERAL PLAN 2040 ACKNOWLEDGMENTS CITY OF ALAMEDA PLANNING BOARD: PRESIDENT Alan H. Teague VICE PRESIDENT Asheshh Saheba BOARD MEMBERS Xiomara Cisneros Ronald Curtis Hanson Hom Rona Rothenberg Teresa Ruiz POLICY, PUBLIC PARTICIPATION, AND PLANNING CONSULTANTS: Amie MacPhee, AICP, Cultivate, Consulting Planner Sheffield Hale, Cultivate, Consulting Planner Candice Miller, Cultivate, Lead Graphic Designer PHOTOGRAPHY: Amie MacPhee Maurice Ramirez Alain McLaughlin MARCH 2021 DRAFT 3 ALAMEDA GENERAL PLAN 2040 FORWARD Preparation of the Alameda General Plan 2040 began in 2018 and took shape over a three-year period during which time residents, businesses, community groups, and decision-makers reviewed, revised and refined plan goals, policy statements and priorities, and associated recommended actions. In 2020, the Alameda Planning Board held four public forums to review and discuss the draft General Plan. Over 1,500 individuals provided written comments and suggestions for improvements to the draft Plan through the General Plan update website. General Plan 2040 also benefited from recommendations and suggestions from: ≠ Commission on People with Disabilities ≠ Golden -
UC Davis San Francisco Estuary and Watershed Science
UC Davis San Francisco Estuary and Watershed Science Title A Note on Delta Outflow Permalink https://escholarship.org/uc/item/89k7b61m Journal San Francisco Estuary and Watershed Science, 14(3) ISSN 1546-2366 Author Monismith, Stephen G. Publication Date 2016 DOI https://doi.org/10.15447/sfews.2016v14iss3art3 License https://creativecommons.org/licenses/by/4.0/ 4.0 Peer reviewed eScholarship.org Powered by the California Digital Library University of California OCTOBER 2016 SPECIAL ISSUE: THE STATE OF BAY–DELTA SCIENCE 2016, PART 2 A Note on Delta Outflow Stephen G. Monismith1 Volume 14, Issue 3 | Article 3 KEY WORDS doi: http://dx.doi.org/10.15447/sfews.2016v14iss3art3 1 Department of Civil and Environmental Engineering Sacramento–San Joaquin Delta, San Francisco Bay. Stanford University Suisun Bay, Suisun Marsh, Delta outflow, Dayflow, Stanford, CA 94305 USA tides, salinity, wind stress, hydrodynamics [email protected] INTRODUCTION ABSTRACT The 2013–2015 drought, which has seen California’s water supply storage brought down to historic lows, Outflow from the Sacramento–San Joaquin Delta has focused attention on the management of the flow is a key parameter used in the management of the of water from the Sacramento–San Joaquin Delta San Francisco Bay–Delta system. At present we can (Delta) into San Francisco Bay. This “Delta Outflow” estimate this by assuming a steady state balance is used to maintain desired salinities in Suisun Bay of inflows and outflows (Dayflow) or by direct and Suisun Marsh as well as to keep salinities in the measurement. In this paper, I explore differences Delta sufficiently low to maintain water quality for between observed sub-tidal variations in measured drinking and to irrigate Delta farmlands. -
MUD CREATURE STUDY Overview: the Mudflats Support a Tremendous Amount of Life
MUD CREATURE STUDY Overview: The mudflats support a tremendous amount of life. In this activity, students will search for and study the creatures that live in bay mud. Content Standards Correlations: Science p. 307 Grades: K-6 TIME FRAME fOR TEACHING THIS ACTIVITY Key Concepts: Mud creatures live in high abundance in the Recommended Time: 30 minutes mudflats, providing food for Mud Creature Banner (7 minutes) migratory ducks and shorebirds • use the Mud Creature Banner to introduce students to mudflat and the endangered California habitat clapper rail. When the tide is out, Mudflat Food Pyramid (3 minutes) the mudflats are revealed and birds land on the mudflats to feed. • discuss the mudflat food pyramid, using poster Mud Creature Study (20 minutes) Objectives: • sieve mud in sieve set, using slough water Students will be able to: • distribute small samples of mud to petri dishes • name and describe two to three • look for mud creatures using hand lenses mud creatures • describe the mudflat food • use the microscopes for a closer view of mud creatures pyramid • if data sheets and pencils are provided, students can draw what • explain the importance of the they find mudflat habitat for migratory birds and endangered species Materials: How THIS ACTIVITY RELATES TO THE REFUGE'S RESOURCES Provided by the Refuge: What are the Refuge's resources? • 1 set mud creature ID cards • significant wildlife habitat • 1 mud creature flannel banner • endangered species • 1 mudflat food pyramid poster • 1 mud creature ID book • rhigratory birds • 1 four-layered sieve set What makes it necessary to manage the resources? • 1 dish of mud and trowel • Pollution, such as oil, paint, and household cleaners, when • 1 bucket of slough water dumped down storm drains enters the slough and mudflats and • 1 pitcher of slough water travels through the food chain, harming animals. -
6. Geotechnical, Sea Level Rise and Shoreline Improvements
6. GEOTECHNICAL, SEA LEVEL RISE AND SHORELINE IMPROVEMENTS 6.1 GEOTECHNICAL DOCUMENTS 233 6.2 TREASURE ISLAND AND CAUSEWAY GEOTECHNICAL IMPROVEMENTS 234 6.3 YERBA BUENA ISLAND GEOTECHNICAL IMPROVEMENTS 238 6.4 SEA LEVEL RISE STRATEGY AND SHORELINE IMPROVEMENTS 240 TREASURE ISLAND & YERBA BUENA ISLAND MAJOR PHASE 1 APPLICATION 6 - GEOTECHNICAL AND SHORELINE IMPROVEMENTS 231 6.1 GEOTECHNICAL DOCUMENTS The documents noted below were separately distributed to agency representatives from the Department of Public Works (DPW) and the Department of Building Inspection (DBI) on February, 3, 2015, and they are also included herein as Appendix E. 1. Treasure Island Geotechnical Conceptual Design Report, February 2, 2009 2. Treasure Island Geotechnical Conceptual Design Report Appendix 4, February 2, 2009 3. Treasure Island Sub-phase 1A Geotechnical Data Report; Draft, December 31, 2014 4. Technical Memorandum 1, Preliminary Foundation Design Parameters Treasure Island Ferry Terminal Improvements, January 2, 2015 5. Technical Memorandum 2, Preliminary Geotechnical Design for Sub-Phase 1A Shoreline Stabilization, January 2, 2015 6. Treasure Island Sub-phase 1A Interim Geotechnical Characterization Report; Draft, January 5, 2015 TREASURE ISLAND & YERBA BUENA ISLAND MAJOR PHASE 1 APPLICATION 6 - GEOTECHNICAL AND SHORELINE IMPROVEMENTS 233 6.2 TREASURE ISLAND AND CAUSEWAY GEOTECHNICAL IMPROVEMENTS GEOLOGIC SETTING AND DEPOSITIONAL HISTORY into the Bay. The grain-size distribution of windblown sands on Yerba Buena Island is essentially the same as fine silty sands The San Francisco Bay around Treasure Island is underlain interbedded with Young Bay Mud below Treasure Island. The by rocks of the Franciscan Complex of the Alcatraz Terrain, erosion of the windblown sand from Yerba Buena Island and consisting mainly of interbedded greywacke sandstone and surrounding areas is likely the source for both the historic sandy shale. -
Alternative Monitoring Approaches for Large Bay-Delta Estuarine Wetland Restoration Projects Adapting to Uncertainty Or Novelty During Accelerated Climate Change
Alternative Monitoring Approaches for Large Bay-Delta Estuarine Wetland Restoration Projects Adapting to Uncertainty or Novelty during Accelerated Climate Change Montezuma Wetlands 2015 Sears Point Wetlands 2015 Peter R. Baye Coastal Ecologist [email protected] Delta Science Program Brown Bag Lunch – February 17, 2016 Estuarine Wetland Restoration San Francisco Bay Area historical context ERA CONTEXT “First-generation” SFE marsh restoration • Regulatory permit & policy (CWA, (1970s-1980s) McAteer-Petris Act, Endangered Species Act • compensatory mitigation • USACE dredge material marsh creation national program; estuarine sediment surplus “Second-generation” SFE marsh restoration • Goals Project era transition to regional planning and larger scale restoration • Wetland policy conflict resolution • Geomorphic pattern & process emphasis 21st century SFE marsh restoration • BEHGU (Goals Project update) era: • Accelerated sea level rise • Estuarine sediment deficit • Climate event extremes, species invasions as “new normal” • advances in wetland sciences Estuarine Wetland Restoration San Francisco Bay Area examples ERA EXAMPLES First-generation SFE marsh restoration • Muzzi Marsh (MRN) (1970s-1980s) • Pond 3 Alameda (ALA) Second-generation SFE marsh restoration • Sonoma Baylands (SON) (1990s) • Hamilton Wetland Restoration (MRN) • Montezuma Wetlands (SOL) 21st century SFE marsh restoration • Sears Point (SON) (climate change) • Aramburu Island (MRN) • Cullinan Ranch (SOL) • Oro Loma Ecotone (“horizontal levee”) (ALA) • South Bay and Napa-Sonoma -
Trophic State and Metabolism in a Southeastern Piedmont Reservoir
TROPHIC STATE AND METABOLISM IN A SOUTHEASTERN PIEDMONT RESERVOIR by Mary Callie Mayhew (Under the direction of Todd C. Rasmussen) Abstract Lake Sidney Lanier is a valuable water resource in the rapidly developing region north of Atlanta, Georgia, USA. The reservoir has been managed by the U.S Army Corps of Engineers for multiple purposes since its completion in 1958. Since approximately 1990, Lake Lanier has been central to series of lawsuits in the “Eastern Water Wars” between Georgia, Alabama and Florida due to its importance as a water-storage facility within the Apalachicola-Chattahoochee-Flint River Basin. Of specific importance is the need to protect lake water quality to satisfy regional water supply demands, as well as for recreational and environmental purposes. Recently, chlorophyll a levels have exceeded state water-quality standards. These excee- dences have prompted the Georgia Environmental Protection Division to develop Total Max- imum Daily Loads for phosphorus in Lake Lanier. While eutrophication in Southeastern Piedmont impoundments is a regional problem, nutrient cycling in these lakes does not appear to behave in a manner consistent with lakes in higher latitudes, and, hence, may not respond to nutrient-abatement strategies developed elsewhere. Although phosphorus loading to Southeastern Piedmont waterbodies is high, soluble reac- tive phosphorus concentrations are generally low and phosphorus exports from the reservoir are only a small fraction of input loads. The prevailing hypothesis is that ferric oxides in the iron-rich, clay soils of the Southeastern Piedmont effectively sequester phosphorus, which then settle into the lake benthos. Yet, seasonal algal blooms suggest the presence of internal cycling driven by uncertain mechanisms.