California Log of Bridges on State Highways
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Floodplain and Wetland Assessment for the Site 300 Entrance/Exit Corral Hollow Road Widening Project
LLNL-AR-820616 L L NFloodplain and Wetland L - XAssessment for the Site 300 X XEntrance/Exit Corral X -Hollow Road Widening X X XProject Adjacent to the X XLawrence Livermore National Laboratory Experimental Test Site March 15, 2021 Floodplain and Wetland Assessment for the Site 300 Entrance/Exit Corral Hollow Road Widening Project Prepared by: Lawrence Livermore National Security, LLC Environmental Functional Area Water Resources and Environmental Planning Group Prepared for: U.S. Department of Energy National Nuclear Security Administration Livermore Field Office Lawrence Livermore National Laboratory is operated by Lawrence Livermore National Security, LLC, for the U.S. Department of Energy, National Nuclear Security Administration under Contract DE-AC52-07NA27344. Lawrence Livermore National Laboratory ii Floodplain and Wetland Assessment for the Site 300 Entrance/Exit Corral Hollow Road Widening Project Table of Contents Overview ......................................................................................................................................... 1 Project Description.......................................................................................................................... 1 Description of the Project Site ........................................................................................................ 2 Potential Floodplains Impacts ......................................................................................................... 3 Potential Wetlands Impacts............................................................................................................ -
Info Session
UPM information session Paso de los Toros November, 2020 Information session contents • Progress of the UPM Paso de los Toros project • Management and protocols implemented against COVID-19 • Monitoring of environmental conditions • Strengthening the development of the communities • New nursery in Sarandí del Yí • The value of opportunities • More than 3,000 Uruguayans work at the 16 construction sites - “Via Trabajo” as a generator of employment | © UPM Progress of the UPM Paso de los Toros pulp mill proj| ©ect UPM Progress of the UPM Paso de los Toros pulp mill project 2020 2021 2022 S1 S1 S1 Site preparation and Mechanical, automation Commissioning and road access and electrical installations production tests Civil Pulp mil construction commissioning 4 | © UPM Project progress within the planned schedule • The construction of the UPM Paso de los Toros pulp mill and sites linked to the project are progressing as planned. Earthmoving works continue, civil construction has started and internal road works are in progress. The Camino El Tala road work have been completed while the access from Route 5 to the new road is advancing. • The pulp mill chimney reached its maximum height of 127 meters. In addition, the foundation works began in the areas of pulp production processes, such as fiber line, cooling towers, drying plant, recovery boiler, turbines and evaporation plant. • In the port of Montevideo, the works related to the specialized pulp terminal are progressing at a good pace and the filling of the area has been completed. Construction of the pulp storage site, tank park and steel structures that will be used to unload pulp bales by rail are ongoing. -
8.3 Hydrology and Water Quality
County of Mariposa General Plan – Volume III Technical Background Report 8.3 HYDROLOGY AND WATER QUALITY This section describes the natural and physical water environments that occur within Mariposa County, including lands managed by the United States Department of the Interior (USDI) and United States Department of Agriculture (USDA) and State of California. It addresses potential specific and cumulative impacts to hydrology and water quality of these lands that affect private property in the county, and its villages and towns. 8.3.01 HYDROLOGY The western portion of the County is relatively flat, with gently rolling hills that gradually increase toward the east. Moving eastward, the hills become more pronounced and the elevation quickly rises and falls through mountains and valleys. The elevation begins around 300 feet in the west and rises to nearly 11,000 feet in the east. Most inhabited regions are below 5,000 feet. Precipitation varies between the lower elevations in the western and southern portions of the County and the higher elevations in the eastern and northern portions of the County. Average precipitation ranges from about 15 inches annually in the lower elevations to about 50 inches at the higher elevations. Most of the annual precipitation falls between November and late April. Precipitation at the lower elevations occurs mainly in the form of rainfall with snowfall becoming the dominant form at the higher elevations. Melting of the winter snowpack at the higher elevations becomes the major source of runoff to the Merced River during the spring and summer months. SURFACE WATER HYDROLOGY Mariposa County contains three major drainage basins: the Merced River, Chowchilla/Fresno River, and a localized cluster of streams of the east valley known as the Lower Mariposa group of streams. -
(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. -
CAL FIRE 2014 Madera Mariposa Merced Unit
Last update: 1 Feb 2012 UNIT STRATEGIC FIRE PLAN AMENDMENTS Page Numbers Description Updated Date Section Updated Updated of Update By 4/14 Contents Page ii 2014 Update P4224 5/14 Signature Page 1 Annual Update C4200 4/13 Executive Summary 2 Re-Write C4200 5/13 I 3-6 Re-Write 4200 5/14 II 7-8 Update P4224 4/13 III 9-10 Re-Write NK 4/13 IV 11-19 Update B4220 5/14 V 20-38 Update All Battalions 4/14 Appendix A 39-43 Update F4207 4/14 Appendix B 44 Update C4200 4/13 Appendix C 45-49 Update JP 4/13 Appendix C-1 50 Update JP 4/14 Appendix D 51 Update C4201 4/14 Appendix E 52 Update B4220 4/14 Appendix F 55-56 Update B4211 4/14 Appendix G 57-60 Update B4212 4/14 Appendix H 57-60 Update B4214 4/14 Appendix I 61-62 Update B4215 4/14 Appendix J 63-65 Update B16 4/14 Appendix K 66 Update B17 4/14 Appendix L 67-68 Update B18 4/13 Appendix M 69 Update JP 4/13 Exhibits: Maps 70-77 Update JP 6/1 Accomplishments 78-80 Re-Write P4224 i Last update: 1 May 2014 Table of Contents Table of Contents ....................................................................................................................... ii SIGNATURE PAGE .................................................................................................................... 1 EXECUTIVE SUMMARY ............................................................................................................ 2 SECTION I: UNIT OVERVIEW .................................................................................................. 3 UNIT DESCRIPTION ........................................................................................................... -
Chapter 6 Road Network of the Study Area
Feasibility Study for the Improvement of the National Route 2 and Route 7 Final Report CHAPTER 6 ROAD NETWORK OF THE STUDY AREA Feasibility Study for the Improvement of the National Route 2 and Route 7 Final Report 6 ROAD NETWORK OF THE STUDY AREA 6.1 Transportation System (1) Main Ports Inland water transport uses the Parana River and its tributary, the Paraguay River, connecting to the La Plata River on the downstream side. These rivers are the boundaries with Brazil and Argentina and most of the waterways are under joint management. This inland water transport is mainly used for international trade cargo. Principal export/import ports are described below: – Concepción Port: Located 1,940 km from Buenos Aires and in the independent management section of the Paraguay River running through Paraguay. This port is mainly used to load beans on vessels. – Asuncion Port: Located 1,630 km from Buenos Aires, this port is used for cotton export and principal everyday commodities, such as general cargoes and automobiles, are imported in containers via the Paraguay River. – Villeta Port: Located 37km to the south of Asuncion Port and used for export of beans and cotton. – Villa Hayes Port: Located near Asuncion and used for the import of steel making raw materials. – Villa Elisa Port: Located near Asuncion and used for the import of oils. – San Antonio Port: Located near Asuncion and used for the export of beans. – Vallemi Port: Port to import cement raw materials. – Encarnación: Located on the Parana River, 1,583km from Buenos Aires, and used for the export of beans. -
Biogeografía Histórica Y Diversidad De Arañas Mygalomorphae De Argentina, Uruguay Y Brasil: Énfasis En El Arco Peripampásico
i UNIVERSIDAD NACIONAL DE LA PLATA FACULTAD DE CIENCIAS NATURALES Y MUSEO Biogeografía histórica y diversidad de arañas Mygalomorphae de Argentina, Uruguay y Brasil: énfasis en el arco peripampásico Trabajo de tesis doctoral TOMO I Lic. Nelson E. Ferretti Centro de Estudios Parasitológicos y de Vectores CEPAVE (CCT- CONICET- La Plata) (UNLP) Directora: Dra. Alda González Codirector: Dr. Fernando Pérez-Miles Argentina Año 2012 “La tierra y la vida evolucionan juntas”… León Croizat (Botánico y Biogeógrafo italiano) “Hora tras hora… otra de forma de vida desaparecerá para siempre de la faz del planeta… y la tasa se está acelerando” Dave Mustaine (Músico Estadounidense) A la memoria de mi padre, Edgardo Ferretti ÍNDICE DE CONTENIDOS TOMO I Agradecimientos v Resumen vii Abstract xi Capítulo I: Introducción general. I. Biogeografía. 2 II. Biogeografía histórica. 5 III. Áreas de endemismo. 11 IV. Marco geológico. 14 IV.1- Evolución geológica de América del Sur. 15 IV.2- Arco peripampásico. 23 V. Arañas Mygalomorphae. 30 VI. Objetivos generales. 34 Capítulo II: Diversidad, abundancia, distribución espacial y fenología de la comunidad de Mygalomorphae de Isla Martín García, Ventania y Tandilia. I. INTRODUCCIÓN. 36 I.1- Isla Martín García. 36 I.2- El sistema serrano de Ventania. 37 I.3- El sistema serrano de Tandilia. 38 I.4- Las comunidades de arañas en áreas naturales. 39 I.5- ¿Porqué estudiar las comunidades de arañas migalomorfas? 40 II. OBJETIVOS. 42 II.1- Objetivos específicos. 42 III. MATERIALES Y MÉTODOS. 43 III.1- Áreas de estudio. 43 III.1.1- Isla Martín García. 43 III.1.2- Sistema de Ventania. -
World Bank Document
PROJECT INFORMATION DOCUMENT (PID) APPRAISAL STAGE Report No.: AB1435 UY Transport Infrastructure Maintenance and Rural Access Project Name Public Disclosure Authorized Region LATIN AMERICA AND CARIBBEAN Sector Roads and highways (60%);Sub-national government administration (15%);Ports, waterways and shipping (15%);Central government administration (10%) Project ID P057481 Borrower(s) REPUBLIC OF URUGUAY Implementing Agency Ministry of Transport and Civil Works (MTOP) Uruguay Environment Category [ ] A [X] B [ ] C [ ] FI [ ] TBD (to be determined) Date PID Prepared April 19, 2005 Date of Appraisal March 14, 2005 Public Disclosure Authorized Authorization Date of Board Approval June 7, 2005 1. Country and sector issues General Economic Context Between 1999 and 2001 Uruguay endured a prolonged economic recession that ended in a deep crisis in 2002. The slowdown was prompted by several external shocks: Brazilian devaluation (1999), foot and mouth disease outbreak (2001), and weak commodity prices and oil price increases. However, it was the Argentine debt, currency and financial crisis of 2002 that Public Disclosure Authorized triggered the crisis and output collapse in Uruguay. As a result, income inequality and unemployment rose (the latter increased from 11.4 percent in 1999 to 19.7. percent in late 2002), and the fiscal situation deteriorated (fiscal deficit increased from 1 percent of GDP in the 1990s to 4 percent in 2001). 1 Furthermore, a sharp devaluation of the peso in 2002 worsened public debt indicators because a large share of both domestic and foreign debt was held in dollars. The fiscal pressures exerted by the crisis together with a traditionally large participation of the public sector in the provision of infrastructure services, adversely affected their delivery and consequently, the competitiveness of the economy. -
World Bank Document
PROJECT INFORMATION DOCUMENT (PID) CONCEPT STAGE Report No.: AB977 Project Name UY Road Maintenance and Rural Access Region LATIN AMERICA AND CARIBBEAN Sector Roads and highways (75%); Sub-national government administration Public Disclosure Authorized (15%);Central government administration (10%); Project ID P057481 Borrower(s) REPUBLIC OF URUGUAY Implementing Agency Ministry of Transport and Civil Works Environment Category [ ] A [X] B [] C [ ] FI [ ] TBD (to be determined) Safeguard Classification [ ] S1 [ ] S2 [ ] S3 [ ] SF [ ] TBD (to be determined) Date PID Prepared June 14, 2004 Estimated Date of Appraisal October , 2004 Authorization Estimated Date of Board January, 2004 Approval 1. Key development issues and rationale for Bank involvement Public Disclosure Authorized Background Uruguay’s historically high level of economic and social development relative to the region, was further improved in the 1990’s due to a stint of steady economic growth during that period, where the average annual growth rate between 1990 and 1998 reached 3.6%. Many Millennium Development Goals had been attained or seemed attainable, and the Bank even envisioned the possibility of gradual disengagement. However, Uruguay entered into a severe economic recession which was compounded by several external shocks; Argentine crisis (2002), Foot and Mouth disease outbreak (2001), Brazilian devaluation (1999), and weak commodity prices and oil price increases. As a result, income inequality and unemployment rose (the latter rose from 11.4% in 1999 to 15.3% in 2001)1 , and the fiscal situation deteriorated (fiscal deficit increased from 1% of GDP in the 1990s to 4% in 2001). Furthermore, a sharp devaluation of the peso in Public Disclosure Authorized 2002 worsened public debt indicators because a large share of both domestic and foreign debt is held in dollars. -
Earle E. Williams Papers, 1853-1983 (Bulk 1952-1983)
http://oac.cdlib.org/findaid/ark:/13030/tf058000z8 No online items Guide to the Earle E. Williams papers, 1853-1983 (bulk 1952-1983) Processed by The Bancroft Library staff The Bancroft Library. University of California, Berkeley Berkeley, California, 94720-6000 Phone: (510) 642-6481 Fax: (510) 642-7589 Email: [email protected] URL: http://bancroft.berkeley.edu © 1998 The Regents of the University of California. All rights reserved. Note History --History, California --History, Central Valley/SierraGeographical (By Place) --California --Central Valley/Sierra Guide to the Earle E. Williams BANC MSS 86/50 c 1 papers, 1853-1983 (bulk 1952-1983) Guide to the Earle E. Williams Papers, 1853-1983 (bulk 1952-1983) Collection number: BANC MSS 86/50 c The Bancroft Library University of California, Berkeley Berkeley, California Contact Information: The Bancroft Library. University of California, Berkeley Berkeley, California, 94720-6000 Phone: (510) 642-6481 Fax: (510) 642-7589 Email: [email protected] URL: http://bancroft.berkeley.edu Processed by: The Bancroft Library staff Date Completed: 1997 Encoded by: Xiuzhi Zhou © 1998 The Regents of the University of California. All rights reserved. Collection Summary Collection Title: Earle E. Williams Papers, Date (inclusive): 1853-1983 Date (bulk): (bulk 1952-1983) Collection Number: BANC MSS 86/50 c Creator: Williams, Earle E. Extent: Number of containers: 7 cartonsLinear feet: 8.75 Repository: The Bancroft Library. Berkeley, California 94720-6000 Physical Location: For current information on the location of these materials, please consult the Library's online catalog. Abstract: Correspondence, writings, and research, chiefly relating to the history of Tracy and San Joaquin County, Calif. -
Water Quality Control Plan, Sacramento and San Joaquin River Basins
Presented below are water quality standards that are in effect for Clean Water Act purposes. EPA is posting these standards as a convenience to users and has made a reasonable effort to assure their accuracy. Additionally, EPA has made a reasonable effort to identify parts of the standards that are not approved, disapproved, or are otherwise not in effect for Clean Water Act purposes. Amendments to the 1994 Water Quality Control Plan for the Sacramento River and San Joaquin River Basins The Third Edition of the Basin Plan was adopted by the Central Valley Water Board on 9 December 1994, approved by the State Water Board on 16 February 1995 and approved by the Office of Administrative Law on 9 May 1995. The Fourth Edition of the Basin Plan was the 1998 reprint of the Third Edition incorporating amendments adopted and approved between 1994 and 1998. The Basin Plan is in a loose-leaf format to facilitate the addition of amendments. The Basin Plan can be kept up-to-date by inserting the pages that have been revised to include subsequent amendments. The date subsequent amendments are adopted by the Central Valley Water Board will appear at the bottom of the page. Otherwise, all pages will be dated 1 September 1998. Basin plan amendments adopted by the Regional Central Valley Water Board must be approved by the State Water Board and the Office of Administrative Law. If the amendment involves adopting or revising a standard which relates to surface waters it must also be approved by the U.S. Environmental Protection Agency (USEPA) [40 CFR Section 131(c)]. -
Preliminary General Plan
® General Plan Revision Preliminary General Plan April 2015 ® General Plan Revision Preliminary General Plan Prepared for: California State Parks Off-Highway Motor Vehicle Recreation Division Edmund G. Brown, Jr. Governor John Laird Secretary, The Natural Resources Agency Lisa Mangat Acting Director, California State Parks P.O. Box 942896 Sacramento, CA 94296-0001 April 2015 TABLE OF CONTENTS Section Page ACRONYMS AND OTHER ABBREVIATIONS ................................................................................................ iv CHAPTER 1 – INTRODUCTION ................................................................................................................. 1-1 1.1 Local and Regional Context ............................................................................................. 1-1 1.2 Purpose of Acquisition ..................................................................................................... 1-1 1.3 Sense of Place .................................................................................................................. 1-1 1.4 Site Characteristics ........................................................................................................... 1-3 1.5 Purpose of the General Plan ............................................................................................. 1-3 1.6 Organization of the General Plan ..................................................................................... 1-4 1.7 Subsequent Planning .......................................................................................................