Chapter 3 Affected Environment 3.1
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Tijuana River Valley Existing Conditions Report
Climate Understanding & Resilience in the River Valley Tijuana River Valley Existing Conditions Report Prepared by the Tijuana River National Estuarine Research Reserve for the CURRV project’s Stakeholder Working Group Updated April 14, 2014 This project is funded by a grant from the Coastal and Ocean Climate Applications Program of the National Oceanic and Atmospheric Administration (NOAA) Climate Program Office. Also, supported in part by a grant from the National Estuarine Research Reserve System (NERRS) Science Collaborative. 1 Table of Contents Acronyms ................................................................................................................................................... 3 Figures ....................................................................................................................................................... 4 Introduction ................................................................................................................................................... 5 Resources and Geography ........................................................................................................................... 6 Climate ................................................................................................................................................... 6 Topography & Floodplain ....................................................................................................................... 6 Hydrology .............................................................................................................................................. -
Description of Source Water System
CHAPTER 2 DESCRIPTION OF THE SOURCE WATER SYSTEM 2.0 Description of the Source Water System During the last 100 years, the CSD’s water system has evolved into a very complex system. It is now estimated to serve a population of 1.4 million people spread out over 370 square miles (Table 2.1). The CSD treats imported raw water and local runoff water at three City WTPs which have a combined capacity of 378 MGD. The CSD treats water by conventional technologies using coagulation, flocculation, sedimentation, filtration and disinfection. Recently, all CSD water treatment plants have been modified to provide for the addition of fluoride to the potable water supply. To ensure safe and palatable water quality, the CSD collects water samples at its reservoirs, WTPs, and throughout the treated water storage and distribution system. The CSD’s use of local and imported water to meet water demand is affected by availability, cost, and water resource management policies. Imported water availability decreases the need to carry over local water for dry years in City reservoirs. CSD policy is to use local water first to reduce imported water purchases; this policy runs the risk of increased dependence on imported water during local droughts. Table 2.1 - City of San Diego General Statistics Population (2010) 1,301,621 Population (Estimated 2014) 1,381,069 Population percent change 6.1 Land Area Square Miles 370 Population Density per Square Mile 3733 Water Distribution Area Square Miles 403 Number of Service Connections (2015) 279,102 2.1 Water Sources (Figure 2.1) Most of California's water development has been dictated by the multi-year wet/dry weather cycles. -
Kansas State Youth Soccer
KANSAS STATE YOUTH SOCCER www.kansasyouthsoccer.org “The purpose of the Kansas Youth Soccer Association is to promote, foster, and perpetuate the game of soccer throughout the State of Kansas.” Frequently Asked Questions for Summer 2020 Tryout Rules & Procedures What's the purpose of this new amendment and change to the rules for tryouts? The cancellation of the 2020 Spring Kansas State Tournaments (State Cup, Presidents Cup, & Jr. State Cup) has caused KSYSA to modify the current KSYSA rule on Free Agency Period, Tryouts and Player Recruitment for the summer of 2020 for the player registrations for the 2020-2021 seasonal year. FAQ FOR KSYSA CLUBS What is the Free Agency Period? It is the period of when club/team representatives may recruit and talk with players without violation of KSYSA Rules or financial penalty. It is a reset period for all players to begin looking into clubs/teams for the next seasonal year. When is the Free Agency Period? With the amendment to the KSYSA Rules, for this year only, the Free Agency Period for players will begin June 19th and close on July 3rd, 2020. This means that at 12:01am on June 19th, 2020 all players who have not signed a formal acceptance with their existing teams are free to join any club/team following the tryout procedures. When are tryouts for 2020-2021? When can a club begin to register players for tryouts? The actual first day that clubs may host a physical tryout for all youth age groups for competitive teams will be June 19th, 2020 and may be held until July 3rd, 2020 or after that date for any players still not signed/registered with a team. -
2020-21 Season General Team Information
2020-21 SEASON GENERAL TEAM INFORMATION WHAT IS THE US YOUTH SOCCER NATIONAL LEAGUE? The US Youth Soccer National League is debuting a new structure for the 2020-21 season. The primary competition takes place at the multi-state level within the network of 13 regionally-aligned conferences across the country. The national platform that ties together the Conferences is the National League Showcase Series, which will provide opportunities for more teams to participate in showcases that match up similar teams from varying areas of the country. The Piedmont Conference is one of 13 conferences that fall under the scope of the National League and operate at a multi-state level — providing high-level competition on a consistent basis at a targeted local level (North Carolina, South Carolina, Georgia, and parts of east Tennessee). The Piedmont Conference’s top divisions (both team-based and club-based) offer its teams an opportunity to qualify for the 2021 US Youth Soccer Southern Regional Championships, which are held annually each summer. All teams within the Piedmont Conference also have the opportunity to take part in the National League Showcase Series, which provides teams with a chance to play cross-conference matches in a national setting with increased exposure to college, professional and national team scouts. NATIONAL LEAGUE PATHWAY PIEDMONT CONFERENCE 2020-21 GENERAL TEAM INFORMATION – PAGE 2 COMMITMENT Any team looking to participate in the Piedmont Conference must understand the level of commitment it takes to participate in a League that stretches across 3 different state associations. All teams understand that this is a multi- state league and that teams may travel hundreds of miles to participate in conference games. -
Water, Capitalism, and Urbanization in the Californias, 1848-1982
TIJUANDIEGO: WATER, CAPITALISM, AND URBANIZATION IN THE CALIFORNIAS, 1848-1982 A Dissertation submitted to the Faculty of the Graduate School of Arts and Sciences of Georgetown University in partial fulfillment of the requirements for the degree of Doctor of Philosophy in History By Hillar Yllo Schwertner, M.A. Washington, D.C. August 14, 2020 Copyright 2020 by Hillar Yllo Schwertner All Rights Reserved ii TIJUANDIEGO: WATER, CAPITALISM, AND URBANIZATION IN THE CALIFORNIAS, 1848-1982 Hillar Yllo Schwertner, M.A. Dissertation Advisor: John Tutino, Ph.D. ABSTRACT This is a history of Tijuandiego—the transnational metropolis set at the intersection of the United States, Mexico, and the Pacific World. Separately, Tijuana and San Diego constitute distinct but important urban centers in their respective nation-states. Taken as a whole, Tijuandiego represents the southwestern hinge of North America. It is the continental crossroads of cultures, economies, and environments—all in a single, physical location. In other words, Tijuandiego represents a new urban frontier; a space where the abstractions of the nation-state are manifested—and tested—on the ground. In this dissertation, I adopt a transnational approach to Tijuandiego’s water history, not simply to tell “both sides” of the story, but to demonstrate that neither side can be understood in the absence of the other. I argue that the drawing of the international boundary in 1848 established an imbalanced political ecology that favored San Diego and the United States over Tijuana and Mexico. The land and water resources wrested by the United States gave it tremendous geographical and ecological advantages over its reeling southern neighbor, advantages which would be used to strengthen U.S. -
Flow of the Colorado River and Other Western Boundary Streams and Related Data
WESTERN WATER BULLETIN 1994 RECENL.iJ Flow of SEpgg 2m® The Colorado RiveyBwc .and other Western Boundary Streams and INTERNATIONAL BOUNDARY AND WATER COMMISSION UNITED STATES AND MEXICO DEPARTMENT OF STATE UNITED STATES OF AMERICA 1994 INTERNATIONAL BOUNDARY AND WATER COMMISSION UNITED STATES AND MEXICO UNITED STATES SECTION MEXICAN SECTION JOHN M . BERNAL J. ARTURO HERRERA SOLIS .Commissioner Commissioner El Paso, Texas Cd. Juarez, Chihuahua ALTON L . GOFF CECILIO LOMELI LOPEZ Chief Area Subdirector Yuma, Arizona Hydro Office Mexicali, Baja California WESTERN WATER BULLETIN 1994 Flow of The Colorado River and other Western Boundary Streams and Related Data COLORADO RIVER TIJUANA RIVER SANTA CRUZ RIVER SAN PEDRO RIVER WHITE WATER DRAW 1994 2 WESTERN BOUNDARY WATER BULLETIN - 1994 - INTERNATIONAL BOUNDARY AND WATER COMMISSION CONTENTS Foreword and Acknowledgments 4 General Hydrologic Conditions for 1994 6 Map of Western Boundary - Douglas, Arizona to Pacific Ocean 44 I - COLORADO RIVER - IMPERIAL DAM TO GULF OF CALIFORNIA Map of Lower Colorado River, United States and Mexico . Following Page 84 QUANTITY OF WATER Stream-Flow and Stage Records Tributary - Reservation Main Drain No . 4 (California Drain) 8 Yuma Main Canal Wasteway to Colorado River at Yuma, Arizona 9 Colorado River below Yuna Main Canal Wasteway at Yuma, Arizona - Discharges 10 below Yuma Main Canal Wasteway at Yuma, Arizona - Stages 11 Tributary - Yuma Mesa Outlet Drain to Colorado River near Yuma, Arizona 12 Drain No . 8-8 (Araz Drain) 13 Pilot Knob Power Plant and Wasteway -
South Bay Historical Society Bulletin October 2019 Issue No
South Bay Historical Society Bulletin October 2019 Issue No. 24 Don Sheckler painted this image of the store that area, and continues the map drawn in the previous was the center of Dulzura at the turn of the century. issue of the Bulletin showing landmarks in Jamul. It was finally possible for automobiles to travel Today Dulzura and Jamul remain unincorporated through the mountain grades on either side of the regions of San Diego County. They are mountain Dulzura Valley. Farms and ranches that were communities that still represent the rural life over previously isolated were now connected to the one hundred years ago. Yet the passing of older outside world by the dirt road that later would generations and the influx of new population, with become Highway 94. The map in this issue of the the destructive effects of wildfires, it is imperative Bulletin shows historical landmarks in the Dulzura that historical landmarks be remembered. 1 2 Dulzura’s Historic Landmrks Surveyors Hill, and it was this name that appeared on maps before the name Dulzura by Steve Schoenherr was used.1 54 - Old Stagecoach Road follows part of the 53 - “Surveyor's Hill” just north of the Dulzura route of the early stage coaches starting with Winery was a landmark on the route through the John Capron's Star Route Stage Company of mountains between the Jamul and Dulzura 1868-1876. The old road ran south from the valleys. The San Diego and Gila Railroad Campo Road to Bee Canyon, and then turned plotted this route in 1855 to link San Diego with north to join Campo Road at Engineer Springs.2 Yuma. -
County of San Diego Guidelines for Determining
COUNTY OF SAN DIEGO GUIDELINES FOR DETERMINING SIGNIFICANCE EMERGENCY RESPONSE PLANS LAND USE AND ENVIRONMENT GROUP Department of Planning and Land Use Department of Public Works July 30, 2007 APPROVAL I hereby certify that these Guidelines for Determining Significance for Emergency Response Plans are a part of the County of San Diego, Land Use and Environment Group’s Guidelines for Determining Significance and were considered by the Director of Planning and Land Use, in coordination with the Director of Public Works on the 30th day of July, 2007. I hereby certify that these Guidelines for Determining Significance for Emergency Response Plans are a part of the County of San Diego, Land Use and Environment Group’s Guidelines for Determining Significance and have hereby been approved by the Deputy Chief Administrative Officer (DCAO) of the Land Use and Environment Group on the 30th day of July, 2007. The Director of Planning and Land Use is authorized to approve revisions to these Guidelines for Determining Significance for Emergency Response Plans, except any revisions to Chapter 4.0 must be approved by the DCAO. Approved, July 30, 2007 EXPLANATION These Guidelines for Determining Significance for Emergency Response Plans and information presented herein shall be used by County staff for the review of discretionary projects and environmental documents pursuant to the California Environmental Quality Act (CEQA). These Guidelines present a range of quantitative, qualitative, and performance levels for particular environmental effects. Normally -
Climate Change Impact Assessment
DE L AWAR E Climate Change Impact Assessment PREPARED BY Division of Energy and Climate Delaware Department of Natural Resources and Environmental Control DE L AWAR E Climate Change Impact Assessment PREPARED BY Division of Energy and Climate Delaware Department of Natural Resources and Environmental Control February 2014 Cover photo credits: • Main photo of water sunset: Photos.com • Wilmington waterfront: Delaware Economic Development Office • Canoers: Delaware Department of Natural Resources and Environmental Control • Withered corn: Ben Fertig, Integration and Application Network, University of Maryland Center for Environmental Science • Farmer sweating: Photos.com • Beach house with waves: Wendy Carey, Delaware Sea Grant DE L AWAR E Climate Change Impact Assessment PREPARED BY Division of Energy and Climate Delaware Department of Natural Resources and Environmental Control Section 1: Summary and Introduction Table of Contents Executive Summary Chapter 1 – Introduction Section 2: Delaware’s Climate Chapter 2 – Delaware’s Historic Climate Trends Chapter 3 – Comparison of Observed and Modeled Trends Chapter 4 – Delaware’s Future Climate Projections Section 3: Delaware’s Resources Chapter 5 – Public Health Chapter 6 – Water Resources Chapter 7 – Agriculture Chapter 8 – Ecosystems and Wildlife Chapter 9 – Infrastructure Appendix: Climate Projections – Data, Models, and Methods Climate Projection Indicators Delaware Climate Change Impact Assessment | 2014 i ii Delaware Climate Change Impact Assessment | 2014 Delaware Climate Change Impact -
TYSL Operating Policies
Taos Youth Soccer League General Operating Policies GENERAL OPERATING POLICIES Authority These procedures shall govern members of the League, including players, coaches, referees, and other people associated with the League except in the case of a conflict with the league By-Laws and Articles of Incorporation. These procedures may be amended by a majority vote of the TYSL Board of Directors at any regular meeting. All board members are to have copies of the Policies, Rules, Formats, and By-Laws. Officers • President • Vice President • Secretary • Treasurer • Board Members no less than (4) no more than (9) Each member league is required to have a Board member who is formally designated as its “risk manager”. In the absence of a specific Board position so identified in its title, the League Vice President is responsible for execution of the risk management program for that league. Players, Divisions, Seasons The Taos Youth Soccer League is open to any boy or girl, ages (4-18) who resides in Taos County & Colfax County. The League is divided into seven divisions: Under 6 (ages 4-5), Under 8 (ages 6-7),Under 10 (ages 8-9), Under 12 (ages 10-11, Under 14 (ages 12-13), Under 16 (ages 14-15), & Under 19 (ages 16-18). The age of a player is determined by his/her age on January 1st of any given seasonal year. A seasonal year consists of both the fall and spring season. • Under 6 – player must be (4) years of age prior to the start of the seasonal year. • Under 6 – player has not reached his/her 6th birthday before January 1st of the seasonal year. -
Ambient Thermal Comfort Analysis for Four Major Cities in Thailand, Cambodia, and Laos: Variability, Trend, Factor Attribution, and Large-Scale Climatic Influence
ESEARCH ARTICLE R ScienceAsia 47 (2021): 618–628 doi: 10.2306/scienceasia1513-1874.2021.067 Ambient thermal comfort analysis for four major cities in Thailand, Cambodia, and Laos: Variability, trend, factor attribution, and large-scale climatic influence a,b a,b, a,b c Kimhong Chea , Kasemsan Manomaiphiboon ∗, Nishit Aman , Sirichai Thepa , Agapol Junpena,b, Bikash Devkotaa,b a The Joint Graduate School of Energy and Environment, King Mongkut’s University of Technology Thonburi, Bangkok 10140 Thailand b Center of Excellence on Energy Technology and Environment, Ministry of Higher Education, Science, Research and Innovation, Bangkok 10400 Thailand c School of Energy, Environment and Materials, King Mongkut’s University of Technology Thonburi, Bangkok 10140 Thailand ∗Corresponding author, e-mail: [email protected] Received 26 Nov 2020 Accepted 14 Apr 2021 ABSTRACT: Characterizion of ambient thermal comfort using a standard heat index (HI) was performed for Bangkok, Chiang Mai, Phnom Penh, and Vientiane, with data covering 37 and 17 years for the first two and last two cities, respectively. HI was lower during the night and the early morning but high in the afternoon in both the dry and the wet seasons. Its diurnality showed a tendency to be more influenced by temperature than by relative humidity. The daily maximum heat index (DMHI) was the highest in April–May due to both warm and humid conditions, but was the lowest in December–January due to cool dry air. Among the five considered risk DMHI levels, “extreme caution” occurred the most often for the majority of the months, and “danger” occurrence tended to increase in April–June. -
Bowman South Dam Seismic Stability Analyses
Nevada Irrigation District Staff Report for the Regular Meeting of the Board of Directors, August 14, 2019 TO: Honorable Board of Directors FROM: Keane Sommers, P.E., Hydroelectric Manager Dar Chen, P.E., G.E., Senior Engineer - Dam Safety DATE: August 7, 2019 SUBJECT: Bowman South Dam Seismic Stability Analyses HYDROELECTRIC RECOMMENDATION: Award a sole source contract in the amount of $225,581.30 to Quest Structures for the Bowman South Dam Seismic Stability Analyses, and authorize the General Manager to execute the necessary documents. BACKGROUND: Bowman South Dam is a 105-foot-high and 567-foot-long concrete arch dam built in 1927 in a small canyon south of Bowman North Rockfill Dam. Both of the dams form Bowman Lake, which stores and transmits water from 6 other reservoirs on Canyon Creek and the Middle Yuba River upstream to Canyon Creek and the Bowman- Spaulding Canal downstream. According to the Federal Energy Regulatory Commission (FERC) and the Division of Safety of Dams of California (DSOD), Bowman South is classified as an extremely-high-hazard dam due to the potential impacts on the downstream lives and properties in the case of its failure. It is approximately 15 miles west of the Mohawk Valley fault, which can generate up to a magnitude 7.3 earthquake. The last seismic stability analysis for the dam was performed in the mid-1990s. The study identified potential instabilities at the left abutment thrust block. Since then, the seismic criteria and the method of stability analyses have greatly evolved. Based on their dam safety inspections in 2012 and 2016, the FERC required Independent Consultants recommended that the District complete seismic stability analysis updates of the dam based on the latest seismic ground motions and methods of analysis, which include 3-D non-linear, dynamic, finite-element modeling of the dam.