USGS Open-File Report 96-252, Geologic Explanation Pamphlet
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The Crustal Structure of the Axis of the Great Valley, California, from Seismic Refraction Measurements
Tectonophysics, 140 (1987) 49-63 49 Elsevier Science Publishers B.V., Amsterdam - Printed in The Netherlands The crustal structure of the axis of the Great Valley, California, from seismic refraction measurements W. STEVEN HOLBROOK ’ and WALTER D. MOONEY * ’ Geophysics Department, Stanford University, Stanford, CA 94305 (U.S.A.) ’ U.S. Geological Survey, MS 977, 345 Middlefield Road, Menlo Park, CA 94025 (U.S.A.) (Received March 18,1986; accepted June 151986) Abstract Holbrook, W.S. and Mooney, W.D., 1987. The crustal structure of the axis of the Great Valley, California, from seismic refraction measurements. In: S. Asano and W.D. Mooney (Editors), Seismic Studies of the Continental Lithosphere. Tectonophysics, 140: 49-63. In 1982 the U.S. Geological Survey collected six seismic refraction profiles in the Great Valley of California: three axial profiles with a maximum shot-to-receiver offset of 160 km, and three shorter profiles perpendicular to the valley axis. This paper presents the results of two-dimensional raytracing and synthetic seismogram modeling of the central axial profile. The crust of the central Great Valley is laterally heterogeneous along its axis, but generally consists of a sedimentary section overlying distinct upper, middle, and lower crustal units. The sedimentary rocks are 3-5 km thick along the profile, with velocities increasing with depth from 1.6 to 4.0 km/s. The basement (upper crust) consists of four units: (1) a 1.0-1.5 km thick layer of velocity 5.4-5.8 km/s, (2) a 3-4 km thick layer of velocity 6.0-6.3 km/s, (3) a 1.5-3.0 km thick layer of velocity 6.5-6.6 km/s, and (4) a laterally discontinuous, 1.5 km thick layer of velocity 6.8-7.0 km/s. -
USGS Open-File Report 03-485
U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Proceedings of the Hayward Fault Workshop, Eastern San Francisco Bay Area, California, September 19-20, 2003 Edited By David A. Ponce1, Roland Bürgmann2, Russell W. Graymer1, James J. Lienkaemper1, Diane E. Moore1, and David P. Schwartz1 Open-File Report 03-485 Rodgers Cr Fault Petaluma Novato San Pablo Bay Pinole Pt Pittsburg San Rafael Concord Richmond Pleasant Hill El Cerrito Mill Valley Walnut Creek Berkeley Hayward Fault Danville OAKLAND SAN FRANCISCO San Francisco Bay Daly City San Leandro Dublin Livermore Hayward San Mateo FREMONT Calaveras Fault Half Moon Bay Menlo Park Sunnyvale SAN JOSE 2003 U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY 1U.S. Geological Survey, 345 Middlefield Road, Menlo Park, CA 94025 2U.C. Berkeley, Dept. of Earth and Planetary Sciences, 389 McCone Hall, Berkeley, CA 94720 U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Proceedings of the Hayward Fault Workshop, Eastern San Francisco Bay Area, California, September 19-20, 2003 Edited By David A. Ponce1, Roland Bürgmann2, Russell W. Graymer1, James J. Lienkaemper1, Diane E. Moore1, and David P. Schwartz1 Open-File Report 03-485 2003 U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY 1U.S. Geological Survey, 345 Middlefield Road, Menlo Park, CA 94025 2U.C. Berkeley, Dept. of Earth and Planetary Sciences, 389 McCone Hall, Berkeley, CA 94720 TABLE OF CONTENTS INTRODUCTION........................................................................................................................1 -
Environmental Hazards Incorporates the State-Mandated “Safety” and “Noise” Elements of the General Plan
7 HAZARDS ENVIRONMENTAL A. OVERVIEW Environmental Hazards incorporates the state-mandated “Safety” and “Noise” elements of the General Plan. The Chapter addresses natural and man-made hazards in the City, including earthquakes, landslides, floods, sea level rise, wildfire, air and water pollution, hazardous materials, and aviation accidents. It includes a summary of emergency preparedness in San Leandro, with policies that provide the foundation for disaster planning in the City. The Element also addresses noise issues, with the dual objective of mitigating existing noise problems and avoiding future disturbances and conflicts. The overall purpose of this Element is to minimize the potential for damage and injury resulting from environmental hazards. The State Government Code requires that the Element identify and evaluate the hazards that are present and establish appropriate goals, policies, and action programs to reduce those hazards to acceptable levels. Environmental hazards define basic constraints to land use that must be reflected in how and where development takes place. Public education is critical to the successful implementation of this Element. Although San Leandrans are generally aware that the City is located in “earthquake country,” there is still much that can be done to improve readiness and response when disaster strikes. The Environmental Hazards Element takes a pro-active approach to emergency preparedness, emphasizing mitigation and reduced exposure to hazards as well as response and recovery. This Element is closely coordinated with the City’s Local Hazard Mitigation Plan (LHMP), a federally mandated plan to reduce exposure to hazards and ensure eligibility for federal disaster preparedness and relief funds. 7-1 SAN LEANDRO GENERAL PLAN ENVIRONMENTAL HAZARD S The Element also sets forth a pro-active strategy for addressing noise issues in the community. -
(Oncorhynchus Mykiss) in Streams of the San Francisco Estuary, California
Historical Distribution and Current Status of Steelhead/Rainbow Trout (Oncorhynchus mykiss) in Streams of the San Francisco Estuary, California Robert A. Leidy, Environmental Protection Agency, San Francisco, CA Gordon S. Becker, Center for Ecosystem Management and Restoration, Oakland, CA Brett N. Harvey, John Muir Institute of the Environment, University of California, Davis, CA This report should be cited as: Leidy, R.A., G.S. Becker, B.N. Harvey. 2005. Historical distribution and current status of steelhead/rainbow trout (Oncorhynchus mykiss) in streams of the San Francisco Estuary, California. Center for Ecosystem Management and Restoration, Oakland, CA. Center for Ecosystem Management and Restoration TABLE OF CONTENTS Forward p. 3 Introduction p. 5 Methods p. 7 Determining Historical Distribution and Current Status; Information Presented in the Report; Table Headings and Terms Defined; Mapping Methods Contra Costa County p. 13 Marsh Creek Watershed; Mt. Diablo Creek Watershed; Walnut Creek Watershed; Rodeo Creek Watershed; Refugio Creek Watershed; Pinole Creek Watershed; Garrity Creek Watershed; San Pablo Creek Watershed; Wildcat Creek Watershed; Cerrito Creek Watershed Contra Costa County Maps: Historical Status, Current Status p. 39 Alameda County p. 45 Codornices Creek Watershed; Strawberry Creek Watershed; Temescal Creek Watershed; Glen Echo Creek Watershed; Sausal Creek Watershed; Peralta Creek Watershed; Lion Creek Watershed; Arroyo Viejo Watershed; San Leandro Creek Watershed; San Lorenzo Creek Watershed; Alameda Creek Watershed; Laguna Creek (Arroyo de la Laguna) Watershed Alameda County Maps: Historical Status, Current Status p. 91 Santa Clara County p. 97 Coyote Creek Watershed; Guadalupe River Watershed; San Tomas Aquino Creek/Saratoga Creek Watershed; Calabazas Creek Watershed; Stevens Creek Watershed; Permanente Creek Watershed; Adobe Creek Watershed; Matadero Creek/Barron Creek Watershed Santa Clara County Maps: Historical Status, Current Status p. -
DEPARTMENT of the INTERIOR U.S. GEOLOGICAL SURVEY Review of the Great Valley Sequence, Eastern Diablo Range and Northern San
DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Review of the Great Valley sequence, eastern Diablo Range and northern San Joaquin Valley, central California by J. Alan Bartow1 and TorH.Nilsen2 Open-File Report 90-226 This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards or with the North American Stratigraphic Code. Any use of trade, product, firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. 1990 , Menlo Park, California 2Applied Earth Technologies, Inc, Redwood City, California ABSTRACT The Great Valley sequence of the eastern Diablo Range and northern San Joaquin Valley consists of a thick accumulation of marine and nonmarine clastic rocks of Jurassic to early Paleocene age deposited in a forearc basin that was situated between the Sierran magmatic arc to the east and the Franciscan subduction complex to the west. In the western part of the basin, the sequence rests conformably on the Jurassic Coast Range Ophiolite or is faulted against the structurally underlying Franciscan Complex. Beneath the eastern San Joaquin Valley, the sequence unconformably onlaps igneous and metamorphic rocks of the Sierran magmatic arc. The sequence generally thickens westward to as much as 8-9 km in the Diablo Range, where it is unconformably overlain by late Paleocene and younger strata. The stratigraphy of the Great Valley sequence has been the subject of much work, but problems, particularly nomenclatural, remain. Lithostratigraphic subdivisions of the sequence have not gained widespread acceptance because of the lenticularity of most sandstone bodies, abrupt fades changes in subsurface and outcrops, and the lack of detailed subsurface information from closely spaced or deep wells. -
Geochemistry of the Great Valley Group: an Integrated Provenance Record Kathleen D
Trinity University Digital Commons @ Trinity Geosciences Faculty Research Geosciences Department 6-2014 Geochemistry of the Great Valley Group: An Integrated Provenance Record Kathleen D. Surpless Trinity University, [email protected] Follow this and additional works at: https://digitalcommons.trinity.edu/geo_faculty Part of the Earth Sciences Commons Repository Citation Surpless, K.D. (2014). Geochemistry of the great valley group: An integrated provenance record. International Geology Review, 57(5-8), 747-766. doi: 10.1080/00206814.2014.923347 This Article is brought to you for free and open access by the Geosciences Department at Digital Commons @ Trinity. It has been accepted for inclusion in Geosciences Faculty Research by an authorized administrator of Digital Commons @ Trinity. For more information, please contact [email protected]. International Geology Review, 2014 http://dx.doi.org/10.1080/00206814.2014.923347 Geochemistry of the Great Valley Group: an integrated provenance record Kathleen D. Surpless* Department of Geosciences, Trinity University, San Antonio, TX 78212, USA (Received 13 March 2014; accepted 8 May 2014) Sedimentary geochemistry of fine-grained strata of the Great Valley Group (GVG) in California documents a provenance signal that may better represent unstable, mafic minerals and volcanic clasts within sediment source regions than the provenance signal documented in the petrofacies and detrital zircon analysis of coarser sedimentary fractions. Geochemistry of the GVG provides an overall provenance framework within which to interpret sandstone petrofacies and detrital zircon age signatures. The geochemical signature for all Sacramento Valley samples records an overall continental arc source, with significant variation but no clear spatial or temporal trends, indicating that the geochemical provenance signal remained relatively consistent and homogenized through deposition of Sacramento basin strata. -
Provenance of Franciscan Graywackes in Coastal California
Provenance of Franciscan graywackes in coastal California WILLIAM R. DICKINSON Department of Geosciences, University of Arizona, Tucson, Arizona 85721 RAYMOND V. INGERSOLL Department of Geology, University of New Mexico, Albuquerque, New Mexico 87131 DARREL S. COWAN Department of Geological Sciences, University of Washington, Seattle, Washington 98195 KENNETH P. HELMOLD Exploration and Production Research Laboratory, Cities Service Company, P. O. Box 3908, Tulsa, Oklahoma 74150 CHRISTOPHER A. SUCZEK Department of Geology, Western Washington University, Bellingham, Washington 98225 ABSTRACT known Great Valley counterparts and were tinite, minor pelagic limestone, and rare probably derived from segments of the arc polymict conglomerate—are distinctly sub- A systematic comparison of available terrane where exposures of plutons were ordinate. detrital modes for graywacke sandstones of more extensive than within typical Great One line of thought, based in part on the the Franciscan subduction complex and for Valley sources. Higher proportions of non- work of Taliaferro (1943), holds that the coeval sandstones of the Great Valley volcanic to volcanic lithic fragments in sandy detritus in the graywackes came from sequence in the California Coast Ranges some Franciscan sandstones probably re- some unknown western landmass lying off indicates that both were apparently derived flect complex recycling processes on the the coast. Initially, of course, this supposed from the same general sources. The inferred trench slope. Diagenetic effects in many landmass was viewed as a borderland on the provenance terrane was the ancestral Sier- Franciscan suites include apparent whole- edge of North America. In recent years, ran-Klamath magmatic arc, from which sale replacement of K-feldspar by albite. -
903 Manor Boulevard Residential Project
903 Manor Boulevard Residential Project Initial Study – Mitigated Negative Declaration prepared by City of San Leandro Community Development Department 835 East 14th Street San Leandro, California 94577 Contact: Andrew Mogensen, AICP, Planning Manager prepared with the assistance of Rincon Consultants, Inc. 449 15th Street, Suite 303 Oakland, California 94612 March 2020 NOTICE OF AVAILABILITY AND INTENT TO ADOPT A MITIGATED NEGATIVE DECLARATION FOR 903 MANOR BOULEVARD RESIDENTIAL PROJECT AT 903 MANOR BOULEVARD, SAN LEANDRO, CALIFORNIA 94579 Notice is Hereby Given that the City of San Leandro is considering a recommendation that the project herein identified will have no significant environmental impacts in compliance with Section 15070 of the CEQA Guidelines. A copy of the proposed Mitigated Negative Declaration, Initial Study, and Mitigation Monitoring and Reporting Program are on file in the San Leandro Community Development Department, 835 East 14th Street, San Leandro, California 95477. However, due to the COVID-19 pandemic, hard copies will be mailed upon request rather than accessible to the public at a physical location. If you need a hardcopy please send a self-addressed 10”x12” envelope with pre-paid postage to City of San Leandro, Planning Division, Attn: Andrew Mogensen, Planning Manager, 835 E. 14th Street, San Leandro, CA 94577. It is also available on the City’s Website at City of San Leandro, Community Development Department, Planning Services, Plans & CEQA Documents: https://www.sanleandro.org/depts/cd/plan/polplanstudiesceqa/default.asp. REVIEW PERIOD: The 20-day review period is from May 15, 2020 to June 4, 2020. Comments on the proposed Mitigated Negative Declaration should be provided in writing to the San Leandro Community Development Department, 835 East 14th Street, San Leandro, California 94577 by June 4, 2020 at 4:00 p.m. -
I. Visual Resources
LSA ASSOCIATES, INC EBRPD WILDFIRE HAZARD REDUCTION AND RESOURCE MANAGEMENT PLAN EIR JULY 2009 IV. SETTING, IMPACTS AND MITIGATION MEASURES I. VISUAL RESOURCES I. VISUAL RESOURCES This section addresses the visual resources for the parks located within the East Bay Regional Park District’s (EBRPD’s) Wildfire Hazard Reduction and Resource Management Plan (Plan) Study Area. Included in this section is a description of existing visual conditions within the Study Area, as well as an evaluation of the potential effects on visual resources from implementation of the Plan. The visual analysis is based on field observations of the Study Area, aerial and ground-level photographs of the Study Area, use of the Google Maps Street View program, and publicly-available planning documents. Within this section, the term “viewshed” is used in reference to the surface area visible from a viewpoint or a series of viewpoints: that portion of the landscape that would be visible from a particular location and which could be visually impacted by changes to vegetation or landforms in those areas. For the purpose of determining potential effects of a project on visual resources within an area, particular viewpoints may be selected because they present a view that is representative of the landscape or reflect a typical viewshed for that area. These viewpoints are then used to describe the visual changes or contrasts that could result from implementation of the proposed project. 1. Setting This section describes the regional context of the Study Area, views within and across the Study Area, applicable EBRPD policies relating to open space and resource management within the Study Area, and concerns related to roadway visibility and safety within the Study Area. -
4.5 Geology and Soils
Environmental Impact Analysis Geology and Soils 4.5 Geology and Soils This section assesses potential impacts related to geologic and soil hazards. 4.5.1 Setting a. Topography and Geology San Leandro is located on the East Bay Plain (the Plain), a flat area that extends 50 miles from Richmond in the north to San Jose in the south. The Plain is about three miles wide in the San Leandro area. At its eastern edge, the plain transitions into low hills, rising to 526 feet at the highest point in the City’s Bay-O-Vista neighborhood. On its western edge, the Plain slopes down to San Francisco Bay, the largest estuary on the California Coast (City of San Leandro 2016i). San Leandro’s rich alluvial soils and temperate climate support a wide variety of plants and animals. Wetlands in the southwest part of San Leandro provide habitat for the salt marsh harvest mouse and other special status species. San Leandro Creek remains one of the few waterways in the urbanized East Bay that retains its natural character along most of its course (City of San Leandro 2016i). San Leandro is located within the United States Geological Survey’s (USGS) San Leandro and Hayward Quadrangle 7.5-minute topographic map areas. The area is typified by low topographic relief, with gentle slopes to the southwest in the direction of San Francisco Bay. By contrast, the San Leandro Hills that lie directly northeast of San Leandro have more pronounced topographic relief, with elevations that locally approach 1,000 feet above mean sea level (City of San Leandro 2016i). -
Structural Interpretation of the Southern Part of the Northern Coast Ranges and Sacramento Valley, California: Summary
Structural interpretation of the southern part of the northern Coast Ranges and Sacramento Valley, California: Summary JOHN SUPPE Department of Geological and Geophysical Sciences, Princeton University, Princeton, New Jersey 08540 The surface geology of the northern Coast Ranges of California lief on the contacts between these major tectonostratigraphic units is dominated by structurally complex Upper Mesozoic and Lower is one of the most striking features of the surface geology of the Cenozoic rocks of the Franciscan Complex, some of which have Coast Ranges. This relief is produced in the present solution by im- undergone high-pressure metamorphism in the Late Jurassic or bricate thrust faults that flatten within the upper crust and account Cretaceous. Strata of the coeval, but generally little-deformed, for about 175 km of Cenozoic horizontal shortening of the conti- Great Valley sequence (~10 km thick) are buried under Upper nental margin, as is shown by a restored section published with the Cenozoic nonmarine sedimentary rocks in the Sacramento Valley complete article. The shortening is large relative to the present but are fully exposed in the great homocline forming the boundary width of the Coast Ranges, which is about 110 km; nevertheless it between the Sacramento Valley to the east and the Coast Ranges to is small relative to the several thousand kilometres of Cenozoic the west (Fig. I).1 The Great Valley sequence and its ophiolitic subduction to the west with which this thrusting was presumably basement are also exposed across the entire Coast Ranges in coeval (Atwater, 1970). Subduction stopped at the latitude of the numerous small fragments immersed in the predominantly Francis- cross section about 5 m.y. -
East Bay Greenway Initial Study/Mitigated Negative Declaration
EAST BAY GREENWAY PROJECT INITIAL STUDY AND PROPOSED MITIGATED NEGATIVE DECLARATION Prepared for Alameda County Transportation Commission 1333 Broadway, Suite 300 Oakland, CA 94612 June 2012 Prepared by HQE Incorporated URS Corporation 1814 Franklin St., Suite 700 1333 Broadway, Suite Oakland, CA 94612 800 Oakland, CA 94612 TABLE OF CONTENTS 1.0 Introduction ..................................................................................................................... 1-1 1.1. Introduction and Regulatory Guidance .................................................... 1-1 1.2. Lead Agency ............................................................................................ 1-1 1.3. Purpose ..................................................................................................... 1-1 1.4. Summary of Findings ............................................................................... 1-2 2.0 Project Description ......................................................................................................... 2-1 2.1. Project Location ....................................................................................... 2-1 2.2. Project Study Area ................................................................................... 2-1 2.3. Project Background .................................................................................. 2-2 2.3.1. East Bay Greenway Concept Plan and Funding .......................... 2-2 2.3.2. Regional and Local Plan .............................................................