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1917 Gossip Column & News Articles
TEMECULA VALLEY HISTORICAL SOCIETY 1917 Gossip Column & News Articles January 5, 1917 After spending a few days in Los Angeles, Paul Clark of the Pauba Ranch returned home the first of the week. Eila Kolb, who is attending the Riverside business college, spent the holidays at home. After spending a very pleasant visit with his parents Frank Ramos returned to Riverside last Saturday to continue his studies. Dr. L. L. Roripaugh of Auld was in town the other day treating his friends to cigars. The doctor being newly wed his many friends wish him and his bride a very happy future. Curtis Stevenson and wife of Pechanga were first of the week visitors at the Ventura Arviso home. Francis McCarrell drove over here after freight for the Aguanga store. E. C. Tripp of Aguanga was in town the last of the week hauling lumber. Mrs. John B. Kelly returned home Saturday from Los Angeles where she had a pleasant two weeks' visit with her sister, Mrs. John N. Carr. Charles Swain and Juan Munoa have moved to the Harvey place, where they will plant barley this winter. The dance given at the Bank hall Saturday night was attended by several from the surrounding country. D. S. Woosley of Escondido was in town the first of the week doing some missionary work. A large number of the young people from town attended the dance at the Murrieta Hot Springs. George Studley has succeeded J. S. Felix as foreman of the cowboys at the Pauba Ranch. Mr. Studley has been a steady hand at the ranch for four years. -
General Plan Amendment No. 1208 Lakeland Village Community Plan
FINAL INITIAL STUDY/MITIGATED NEGATIVE DECLARATION General Plan Amendment No. 1208 Lakeland Village Community Plan State Clearinghouse No. 2020050501 Lead Agency: RIVERSIDE COUNTY Planning Department 4080 Lemon Street, 12th Floor, Riverside, CA 92501 Contact: Mr. Robert Flores 951.955.1195 Prepared by: MICHAEL BAKER INTERNATIONAL 3536 Concours Street Ontario, California 91764 Contact: Mr. Peter Minegar, CEP-IT 951.506.3523 June 2020 JN 155334 This document is designed for double-sided printing to conserve natural resources. Section I Initial Study/ Mitigated Negative Declaration General Plan Amendment No. 1208 Lakeland Village Community Plan COUNTY OF RIVERSIDE ENVIRONMENTAL ASSESSMENT FORM: INITIAL STUDY Environmental Assessment (CEQ / EA) Number: N/A Project Case Type (s) and Number(s): General Plan Amendment No. 1208 (GPA No. 1208) Lead Agency Name: Riverside County Planning Department Address: 4080 Lemon Street, P.O. Box 1409, Riverside, CA 92502-1409 Contact Person: Robert Flores (Urban and Regional Planner IV) Telephone Number: 951-955-1195 Applicant’s Name: N/A Applicant’s Address: N/A I. PROJECT INFORMATION Project Description: BACKGROUND AND CONTEXT The County of Riverside is composed of approximately 7,300 square miles, bounded by Orange County to the west, San Bernardino County to the north, the State of Arizona to the east, and San Diego and Imperial Counties to the south. Development for the unincorporated County is guided by the Riverside County General Plan, which was last comprehensively updated and adopted in December 2015. The Riverside County General Plan is divided into 19 Area Plans covering most of the County (refer to Exhibit 1, Riverside County Area Plans). -
FY 2019-2020 and FY 2020-21 Budget
BUDGET Elsinore Valley Municipal Water District FISCAL YEAR 2020 AND 2021 TABLE OF CONTENTS GENERAL MANAGER BUDGET HIGHLIGHTS 4 GFOA Distinguished Budget Presentation Award 15 CSMFO Certificate of Award for Excellence in Operating Budget 16 BUDGET NARRATIVE 17 Description of the District and the Budget Process 18 Operating Revenues and Expenditures 24 Non-Operating Revenues and Expenditures 29 AUTHORIZED POSITIONS 36 Organization Chart 37 Summary of Changes in Authorized Positions 38 Authorized Position Listing 41 STRATEGIC PLAN & DEPARTMENT ACCOMPLISHMENTS 46 Strategic Plan 47 General Management 49 Business Services Division 53 Engineering & Operations Division 58 CAPITAL OUTLAYS 63 Significant Capital Outlays 64 Fiscal Year 2020 65 Fiscal Year 2021 66 CAPITAL IMPROVEMENT PROJECTS 67 Capital Improvement Projects 68 Fiscal Year 2020 & 2021 76 BUDGET STATEMENTS 79 Fund Structure 80 List of Funds/Programs 82 Elsinore Valley Municipal Water District 1 TABLE OF CONTENTS Relationship between Divisions, Departments, Sections, and Funds 87 Summary of Revenues & Operating Transfers In/Out All Funds 88 Consolidated Statement of Sources and Uses 89 Statement of Sources and Uses of Funds Fiscal Year 2020 90 Statement of Sources and Uses of Funds Fiscal Year 2021 106 Consolidated Statement of Income 122 Computation of Debt Coverage 123 Debt Repayment Requirements & Sources Fiscal Year 2020 & 2021 124 Funding and Cash Flow Diagram 127 Significant Changes in Fund Balances 128 Schedule of Changes in Fund Balance, Fiscal Year 2020 129 Schedule of Changes -
Sample Ballot
County of Riverside Consolidated General Election Registrar of Voters Tuesday, November 3, 2020 County Voter Information Guide Voter Assistance Centers October 31-November 2 9:00 a.m. to 5:00 p.m. IMPORTANT! VOTING HAS CHANGED! DETAILS INSIDE Election Day, November 3 7:00 a.m. to 8:00 p.m. Suggested Location on Back Cover Registration Deadline October 19, 2020 Quick • Easy • Convenient This election every voter receives a Vote-By-Mail ballot. Additional Information Inside Request Language Assistance Form on Back Cover to receive election material translated in available selected languages. AVISO IMPORTANTE Una traducción en Español de esta Guía de Información del Condado Para el Votante puede obtenerse en la oficina del Registro de Votantes llamando al (951) 486- 7200 COUNTY OF RIVERSIDE REGISTRAR OF VOTERS o (800) 773-VOTE (8683) o visite nuestro 2720 Gateway Drive, Riverside, CA 92507-0918 • (951) 486-7200 • (800) 773-VOTE (8683) • TTY (951) 697-8966 Mailing Address: 2724 Gateway Drive, Riverside, CA 92507-0918 sitio web www.voteinfo.net www.voteinfo.net THIS ELECTION VOTING IS DIFFERENT VOTE-BY-MAIL Vote at home using your Vote-By-Mail ballot No Postage Required Quick, easy, convenient... from the comfort of your home! OR BALLOT DROP-OFF LOCATION Drop off your ballot at any of the Ballot Drop-off locations in Riverside County No Postage Required See inside... for a list of drop-off locations throughout Riverside County! OR VOTER ASSISTANCE CENTER Vote in-person at any of the Voter Assistance Centers in Riverside County October 31-November 2, from 9:00 a.m. -
Using Local Knowledge Graph Construction to Scale Seq2seq Models to Multi-Document Inputs
Using Local Knowledge Graph Construction to Scale Seq2Seq Models to Multi-Document Inputs Angela Fan Claire Gardent Chloe´ Braud Antoine Bordes FAIR / LORIA CNRS / LORIA CNRS / LORIA FAIR angelafan,[email protected] claire.gardent,[email protected] Abstract Query-based open-domain NLP tasks require information synthesis from long and diverse web results. Current approaches extrac- tively select portions of web text as input to Sequence-to-Sequence models using meth- ods such as TF-IDF ranking. We propose constructing a local graph structured knowl- edge base for each query, which compresses the web search information and reduces re- dundancy. We show that by linearizing the graph into a structured input sequence, models can encode the graph representations within a standard Sequence-to-Sequence setting. For two generative tasks with very long text in- put, long-form question answering and multi- document summarization, feeding graph rep- resentations as input can achieve better perfor- mance than using retrieved text portions. 1 Introduction Effective information synthesis is at the core of many Natural Language Processing applica- Figure 1: Multi-Document Input to Linearized Graph tions, such as open-domain question answering Multi-document input resulting from web search queries are converted to a graph structured knowledge base using coref- and multi-document summarization. In such tasks, erence resolution and information extraction, then linearized a fundamental challenge is the ability to distill rel- into a sequence for Seq2Seq models. Color indicates coref- evant knowledge from hundreds of thousands of erence resolution. Node weight is indicated by circle radius and edge weight by line thickness. -
The San Jacinto Watershed Component of the Santa Ana Integrated Watershed Plan
The San Jacinto Watershed Component of the Santa Ana Integrated Watershed Plan IRWM Plan Proposal for Integrated Regional Water Management Prop 50, Chapter 8 Planning Grant Application May 11, 2005 Submitted by: San Jacinto River Watershed Council Table of Contents ACRONYMS 5 A. BACKGROUND 7 Chapter 1 Executive Summary - Proposal Introduction and Objectives 7 Section 1 - Summary of Proposed Planning Grant Proposal 7 Section 2 - Why a Focused Component Plan? 9 Section 3 - Why Support This Proposal? 9 Chapter 2 - Regional Agency or Regional Water Management Group Description 11 Section 1 - Lead Agency 11 Section 2 - Funding Partners 11 Section 3 - Other Interested and Supporting Stakeholders 11 Section 4 - Plan for Adopting a Final Plan 12 Section 5 - Entities to Adopt Final Plan 12 Chapter 3 – Watershed Background 14 Section 1 - Overview of Project and Watershed Area 14 Section 2 - Physiographic Characteristics 16 Section 3 - Major Watershed Features 17 Gavilan Hills 19 Steele Peak 19 Motte-Rimrock Reserve 19 Section 4 - Internal Boundaries within the Region 21 Section 5 - Major Flood Control Infrastructure 21 Section 6 - Major Land Use Divisions 24 Section 7 - Description of Water Resources 26 Section 8 – Hydrometeorological Characteristics 29 Section 9 - Surface Water Quality 31 Section 10 - Water Supplies – Quantity and Quality 36 Section 11 - Areas of Special Biological Significance and other Sensitive Habitat 41 Section 12 - Values, Social and Cultural Makeup and Trends of the Regional Community 44 Section 13 - Economic Conditions -
COSTA MESA SANITARY DISTRICT for Communications Support and Strategy Services
Submission of Proposal COSTA MESA SANITARY DISTRICT For Communications Support and Strategy services Submitted Friday, January 17, 2020, by: Erin Gilhuly Founder & President, CV Strategies [email protected] | ph: 760.641.0739 Palm Desert | Los Angeles | Sacramento cvstrategies.com | [email protected] | 760.776.1766 LOS ANGELES | PalM DESERT | SACRAMENTO January 17, 2020 Nabila Guzman Management Analyst I Costa Mesa Sanitary District 290 Paularino Avenue Costa Mesa, CA 92626 Dear Ms. Guzman, It is our privilege to present the attached proposal to the Costa Mesa Sanitary District regarding Communications Support and Strategy. This proposal is valid for 60 days from the due date of January 17, 2020. We understand the District is looking to retain a consulting firm and professional partner to provide support for strategic communications and outreach. CV Strategies has a long and successful history of helping special districts such as yours increase public engagement and build awareness of programs and services. CV Strategies is a comprehensive communications and public engagement firm with expertise in the water and wastewater industry. We are currently involved in active communications initiatives with more than 70 public agencies throughout California, providing a range of services that include content development, website design, social media, crisis communications, training, media relations, translation, strategic guidance, campaign planning, and graphic design. The main contact for this project is our Vice President, Tara Bravo, who can be reached directly at [email protected] or 510-300-5843. The CV Strategies team is available and standing by to begin work on this project. We look forward to collaborating with you and helping you realize your communication goals. -
4.10.1 SCOPE of REVIEW A. Water Service and Supply
SMP 2015-01 / RP 2006-01A2 ENVIRONMENTAL IMPACT REPORT 4.10 UTILITIES AND SERVICE SYSTEMS 4.10 UTILITIES AND SERVICE SYSTEMS This Subsection addresses the topics of water service and supply; wastewater collection and treatment; stormwater drainage management; solid waste collection and disposal; and utilities. The analysis contained in this Subsection is based in part on information obtained from the 2010 Elsinore Valley Municipal Water District (EVWMD) Urban Water Management Plan (UWMP) (EVMWD, 2011a). A complete list of references can be found in EIR Section 7.0, References. 4.10.1 SCOPE OF REVIEW The Nichols Canyon Mine, as discussed in Section 2.0, Environmental Setting, is an existing, ongoing surface mining operation operating pursuant to vested mining rights and an approved reclamation plan (RP 2006-01A1), which was analyzed in a prior MND. Although the City has chosen to prepare an EIR for the Project here, the scope of review addresses those impacts resulting from the Project as described in Section 3.0, Project Description, and not impacts related to existing, approved operations, which form the environmental baseline, as discussed in Section 2.7, Existing Physical Site Conditions. Accordingly, this Subsection analyzes utilities and service systems impacts related to the Project specifically. This Subsection does not analyze utilities and service systems impacts related to existing, approved operations. 4.10.2 EXISTING CONDITIONS A. Water Service and Supply Existing Site and Area Conditions The Nichols Canyon Mine is located within the service area of the EVMWD. At the time the EVMWD’s UWMP was prepared in 2010, the EVMWD estimated that there were approximately 123,375 people within its 96 square mile service area (EVMWD, 2011a, p. -
Quaternary Fault and Fold Database of the United States
Jump to Navigation Quaternary Fault and Fold Database of the United States As of January 12, 2017, the USGS maintains a limited number of metadata fields that characterize the Quaternary faults and folds of the United States. For the most up-to-date information, please refer to the interactive fault map. Elsinore fault zone, Temecula section (Class A) No. 126d Last Review Date: 1998-12-01 citation for this record: Treiman, J.A., compiler, 1998, Fault number 126d, Elsinore fault zone, Temecula section, in Quaternary fault and fold database of the United States: U.S. Geological Survey website, https://earthquakes.usgs.gov/hazards/qfaults, accessed 12/14/2020 02:16 PM. Synopsis General: A major dextral strike-slip fault zone that is part of the San Andreas fault system. Research studies have been done to assess faulting on most of the sections, and have documented Holocene activity for the length of the fault zone with a slip rate around 4–5 mm/yr. Multiple events have only been dated on the Whittier fault and Glen Ivy North fault strand, so interaction between faults and adjacent sections is not well-known. Multiple strands within several sections mean that the studies are not always fully representative of the whole section. Numerous consulting reports (not summarized herein) that have addressed location and recency of faulting are on file with the State of California, California Geological Survey, as part of the records of their Alquist-Priolo Earthquake Fault Zoning Program. Sections: This fault has 7 sections. Sections are selected following -
Reversed-Polarity Secondary Deformation Structures Near Fault
Reversed-Polarity Secondary Yehuda Ben-Zion Deformation Structures Near Department of Earth Sciences, University of Southern California, Los Angeles, CA 90089-0740 Fault Stepovers We study volumetric deformation structures in stepover regions using numerical simula- Thomas K. Rockwell tions and field observations, with a focus on small-scale features near the ends of rupture segments that have opposite-polarity from the larger-scale structures that characterize Zheqiang Shi the overall stepover region. The reversed-polarity small-scale structures are interpreted to be generated by arrest phases that start at the barriers and propagate some distance Department of Geological Sciences, back into the rupture segment. Dynamic rupture propagating as a symmetric bilateral San Diego State University, crack produces similar (anti-symmetric) structures at both rupture ends. In contrast, rup- San Diego, CA 92182-1020 ture in the form of a predominantly unidirectional pulse produces pronounced reversed- polarity structures only at the fault end in the dominant propagation direction. Several observational examples at different scales from strike-slip faults of the San Andreas sys- Shiqing Xu tem in southern California illustrate the existence of reversed-polarity secondary defor- Department of Earth Sciences, mation structures. In the examples shown, relatively-small pressure-ridges are seen only University of Southern California, on one side of relatively-large extensional stepovers. This suggests frequent predomi- Los Angeles, CA 90089-0740 nantly unidirectional ruptures in at least some of those cases, although multisignal obser- vations are needed to distinguish between different possible mechanisms. The results contribute to the ability of inferring from field observations on persistent behavior of earthquake ruptures associated with individual fault sections. -
Elsinore Valley Municipal Water District Urban Water Management Plan
Elsinore Valley Municipal Water District Urban Water Management Plan Final June 2016 Prepared for: Elsinore Valley Municipal Water District 31315 Chaney Street P.O. Box 3000 Lake Elsinore, CA 92531-3000 Prepared by: MWH 300 North Lake Avenue, Suite 400 Pasadena, CA 91101 This page intentionally left blank 2015 Urban Water Management Plan EVMWD TABLE OF CONTENTS SECTION 1 INTRODUCTION AND OVERVIEW ....................................................................................................... 1-1 1.1 Background and Purpose ............................................................................................................................................... 1-1 1.2 Urban Water Management Planning and the California Water Code ............................................................................. 1-2 1.2.1 Urban Water Management Planning Act of 1983 ............................................................................................... 1-2 1.2.2 Applicable Changes to the Water Code since 2010 UWMPs ............................................................................. 1-3 1.2.3 Water Conservation Act of 2009 (SB X7-7) ........................................................................................................ 1-4 1.3 Urban Water Management Plans in Relation to Other Planning Efforts ......................................................................... 1-5 1.4 UWMP Organization ..................................................................................................................................................... -
LOR Geotechnical Group, Inc. Is Pleased to Present This Report Summarizing Our Preliminary Geotechnical Feasibility Investigation for the Above Referenced Project
GEOTECHNICAL GROUP, INC. LOR Soil Engineering A Geology A Environmental PRELIMINARY GEOTECHNICAL FEASIBILITY INVESTIGATION 580k ACRES BEDFORD CANYON CORONA AREA RIVERSIDE COUNTY, CALIFORNIA PROJECT NO. 31558.1 MARCH 25,2002 Prepared For: Bluestone Communities 1 300 N. Bristol Street Newport Beach, Califorr~ia92660 Attention: Mr. Ralph Emerson 6121 Quail Valley Court A Riverside, CA 92507 A (951) 653-1760 A (951) 653-1741 (Fax) A www.lorgeo.com 19-438 Ruppert Street A P.O. Box 580799 A N. Palm Springs, CA 92'258 A (760) 329-2727 A (760) 329-2626 (Fax) GEOTECHNICAL GROUP, INC. LOR Soil Engineering A Geology A Environmental March 25, 2002 Bluestone Communities Project No. 31558.1 1300 N. Bristol Street Newport Beach, California 92660 Attention: Mr. Ralph Emerson Subject Preliminary Geotechnical Feasibility Investigation, 580 + Acre Project, Bedford Canyon, Corona Area, Riverside County, California LOR Geotechnical Group, Inc. is pleased to present this report summarizing our preliminary geotechnical feasibility investigation for the above referenced project. This report was based upon a scope of services generally outlined in our Proposal dated January 22, 2002 and other written and verbal communications. In summary, it is our opinion that the site can be developed from a geotechnical perspective, provided the recommendations presented in the attached report are incorporated into design and construction. LOR Geotechnical Group, Inc. 6121 Quail Valley Court A Riverside, CA 92507 A (951) 653-1760 A (951) 653-1741 (Fax) A www.lorgeo.com 19-438 Ruppert Street A P.O. Box 580799 A N. Palm Springs, CA 92258 A (760) 329-2727 A (760) 329-2626 (Fax) TABLE OF CONTENTS INTRODUC'TION .............................................