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Environmental Screening Of
Coachella Valley Stormwater Channel Improvement Project, Avenue 54 to Thermal Drop Structure Draft Environmental Impact Report / State Clearinghouse No. 2015111067 Appendices APPENDIX C Coachella Valley Stormwater Channel Improvement Project, Phase I Biological Resources Assessment & Coachella Valley Multiple Species Habitat Conservation Plan Compliance Report City of Coachella and Unincorporated Community of Thermal Submitted to: Terra Nova Planning & Research, Inc. 42635 Melanie Place, Suite 101 Palm Desert, CA 92211 Submitted by: Amec Foster Wheeler, Environment & Infrastructure, Inc. 3120 Chicago Avenue, Suite 110 Riverside, CA 92507 3 February 2016 Coachella Valley Water District C-1 Coachella Valley Stormwater Channel Improvement Project, Phase I Biological Resources Assessment & Coachella Valley Multiple Species Habitat Conservation Plan Compliance Report City of Coachella and Unincorporated Community of Thermal Riverside County, California Submitted to: Terra Nova Planning and Research, Inc. 42635 Melanie Place, Suite 101 Palm Desert, CA 92211 Contact: John Criste (760) 341-4800 [email protected] Submitted by: Amec Foster Wheeler, Environment & Infrastructure, Inc. 3120 Chicago Avenue, Suite 110 Riverside, CA 92507 Contact: John F. Green Senior Biologist (951) 369-8060 [email protected] 3 February 2016 Coachella Valley Stormwater Channel Improvement Project, Phase I Biological Resources Assessment & MSHCP Compliance Report February 2016 EXECUTIVE SUMMARY For the purposes of this assessment, analysis of the proposed Coachella Valley Stormwater Channel (CVSC) Improvement Project, Phase I (project) could include the following: Extension of existing and construction of new concrete-lined channel/levee banks, a fully concrete-lined channel from Airport Boulevard to the Thermal Drop Structure near Avenue 58, and construction of a bypass channel or combinations thereto. -
Universidade Federal Da Bahia Faculdade De Arquitetura Programa De Pós-Graduação Em Arquitetura E Urbanismo
UNIVERSIDADE FEDERAL DA BAHIA FACULDADE DE ARQUITETURA PROGRAMA DE PÓS-GRADUAÇÃO EM ARQUITETURA E URBANISMO ERWIC FLORES CAPARÓ PRESERVAÇÃO, DESENVOLVIMENTO E POLÍTICAS PÚBLICAS NO CASO DE CUSCO-PERU (1950-1990) Salvador 2013 iii UNIVERSIDADE FEDERAL DA BAHIA FACULDADE DE ARQUITETURA PROGRAMA DE PÓS-GRADUAÇÃO EM ARQUITETURA E URBANISMO ERWIC FLORES CAPARÓ PRESERVAÇÃO, DESENVOLVIMENTO E POLÍTICAS PÚBLICAS NO CASO DE CUSCO-PERU (1950-1990) Tese apresentada ao Programa de Pós-Graduação em Arquitetura e Urbanismo da Universidade Federal da Bahia – UFBA, como pré-requisito para obtenção do grau de Doutor em Arquitetura e Urbanismo. Área de concentração: Conservação e Restauro. Orientador: Prof. Dr. Paulo Ormindo David de Azevedo. Salvador 2013 Faculdade de Arquitetura da UFBA - Biblioteca C236 Caparó, Erwic Flores. Preservação, desenvolvimento e políticas públicas no caso de Cusco-Perú (1950-1990) / Erwic Flores Caparó. 2013. 280 f. : il. Orientador: Prof. Dr. Paulo Ormindo David de Azevedo. Tese (doutorado) - Universidade Federal da Bahia, Faculdade de Arquitetura, 2013. 1. Planejamento urbano - Política pública - Patrimônio - Cusco (Peru). 2. Arquitetura - Conservação e restauração - Cusco (Peru). I. Universidade Federal da Bahia. Faculdade de Arquitetura. II. Azevedo, Paulo Ormindo David de. III. Título. CDU: 72.025(853.19) v ERWIC FLORES CAPARÓ PRESERVAÇÃO, DESENVOLVIMENTO E POLÍTICAS PÚBLICAS NO CASO DE CUSCO-PERU (1950-1990) Banca Examinadora Paulo Ormindo David de Azevedo - Orientador Doutor em Arquitetura e Urbanismo – Università di -
Chapter 10 Open Channels
Chapter 10 Open Channels Chapter 10 Open Channels Table of Contents 10-1 Introduction ...................................................................................................................................... 1 10-1-1 Chapter Overview ............................................................................................................. 1 10-1-2 Design Flows .................................................................................................................... 1 10-1-3 Channel Types .................................................................................................................. 2 10-1-4 Sediment Loads ................................................................................................................ 5 10-1-5 Permitting and Regulations ............................................................................................... 6 10-2 Natural Stream Corridors ............................................................................................................... 7 10-2-1 Functions and Benefits of Natural Streams ...................................................................... 8 10-2-2 Effects of Urbanization ..................................................................................................... 9 10-2-3 Preserving Natural Stream Corridors .............................................................................. 11 10-3 Stream Restoration Principles ..................................................................................................... -
Drainage and Erosion Control Design Manual
City of West Lake Hills Drainage and Erosion Control Design Manual May 2020 TABLE OF CONTENTS Chapter 1 Introduction ....................................................................................................... 1 1.1 Purpose and Scope ....................................................................................................... 1 1.2 Applicability .................................................................................................................... 1 1.3 Waivers ............................................................................................................................ 1 1.4 Amending the Manual .................................................................................................. 1 1.5 References and Definition of Terms ............................................................................ 1 Chapter 2 Drainage Criteria .............................................................................................. 3 2.1 Permit Submittal Components ..................................................................................... 3 2.1.1 Preliminary Drainage Plan ......................................................................................... 3 2.1.2 Type I Development Submittal ................................................................................. 4 2.1.3 Type II Development Submittal ................................................................................ 4 2.1.4 Type III Development Submittal .............................................................................. -
VI. Protective Zoning Bylaw
VI. Protective Zoning Bylaw Town of Ipswich Massachusetts May 7, 1977 (As Amended through October, 2020) Table of Contents I. PURPOSE ............................................................................................................................. 5 II. APPLICABILITY .................................................................................................................... 6 A. General ................................................................................................................................................... 6 B. Nonconforming Uses and Structures ...................................................................................................... 6 C. Municipal Construction Projects ............................................................................................................ 8 III. DEFINITIONS ....................................................................................................................... 9 IV. ZONING DISTRICTS ........................................................................................................... 20 A. Type of Districts ................................................................................................................................... 20 B. Intent of Districts .................................................................................................................................. 20 C. District Boundaries .............................................................................................................................. -
VIENNA Gets High Marks
city, transformed Why VIENNA gets high marks Dr. Eugen Antalovsky Jana Löw years city, transformed VIENNA 1 Why VIENNA gets high marks Dr. Eugen Antalovsky Jana Löw Why Vienna gets high marks © European Investment Bank, 2019. All rights reserved. All questions on rights and licensing should be addressed to [email protected] The findings, interpretations and conclusions are those of the authors and do not necessarily reflect the views of the European Investment Bank. Get our e-newsletter at www.eib.org/sign-up pdf: QH-06-18-217-EN-N ISBN 978-92-861-3870-6 doi:10.2867/9448 eBook: QH-06-18-217-EN-E ISBN 978-92-861-3874-4 doi:10.2867/28061 4 city, transformed VIENNA Austria’s capital transformed from a peripheral, declining outpost of the Cold War to a city that consistently ranks top of global quality of life surveys. Here’s how Vienna turned a series of major economic and geopolitical challenges to its advantage. Introduction In the mid-1980s, when Vienna presented its first urban development plan, the city government expected the population to decline and foresaw serious challenges for its urban economy. However, geopolitical transformations prompted a fresh wave of immigration to Vienna, so the city needed to adapt fast and develop new initiatives. A new spirit of urban development emerged. Vienna’s remarkable migration-driven growth took place in three phases: • first, the population grew rapidly between 1989 and 1993 • then it grew again between 2000 and 2006 • and finally from 2010 until today the population has been growing steadily and swiftly, by on average around 22,000 people per year • This means an addition of nearly 350,000 inhabitants since 1989. -
CHAPTER-6 Cross-Drainage and Drop Structures 6.1 Aqueducts and Canal Inlets and Outlets 6.1.1 Introduction
Cross-Drainage and Drop Structures CHAPTER-6 Cross-Drainage and Drop Structures 6.1 Aqueducts and canal inlets and outlets 6.1.1 Introduction The alignment of a canal invariably meets a number of natural streams (drains) and other structures such as roads and railways, and may sometimes have to cross valleys. Cross drainage works are the structures which make such crossings possible. They are generally very costly, and should be avoided if possible by changing the canal alignment and/or by diverting the drains. 6.1.2 Aqueducts An aqueduct is a cross-drainage structure constructed where the drainage flood level is below the bed of the canal. Small drains may be taken under the canal and banks by a concrete or masonry barrel (culvert), whereas in the case of stream crossings it may be economical to flume the canal over the stream (e.g. using a concrete trough, Fig. 6.1(a)). When both canal and drain meet more or less at the same level the drain may be passed through an inverted siphon aqueduct (Fig. 6.1(d)) underneath the canal; the flow through the aqueduct here is always under pressure. If the drainage discharge is heavily silt laden a silt ejector should be provided at the upstream end of the siphon aqueduct; a trash rack is also essential if the stream carries floating debris which may otherwise choke the entrance to the aqueduct. 6.1.3 Superpassage In this type of cross-drainage work, the natural drain runs above the canal, the canal under the drain always having a free surface flow. -
Lower Long Tom River Haibtat Improvement Project
Lower Long Tom River Habitat Improvement Plan 2018 Developed by: Confluence Consulting, LLC and Long Tom Watershed Council Lower Long Tom River Habitat Improvement Plan January 2018 1 | P a g e Table of Contents Executive Summary ............................................................................................................................................................................... 4 Introduction............................................................................................................................................................................................ 6 Study Goals and Opportunities ...................................................................................................................................................... 7 Stakeholders and Contributors ....................................................................................................................................................... 7 Background on the Lower Long Tom River .................................................................................................................................... 9 Long Tom Fisheries ............................................................................................................................................................................ 11 Fishery Background (excerpted from the US Army Corps of Engineers report “Long Term on the Long Tom,” February 2014) ............................................................................................................................................................................... -
1 Isaac River Condition, Condition Trajectory and Management
Memo Subject Response to information request from DEHP From Rohan Lucas Distribution BMA Date 12 February 2016 Project Broadmeadow EA amendment – Watercourse Subsidence 1 Isaac River condition, condition trajectory and management 1.1 Request The administering authority requires more information relating to the proactive management strategies that BMA will adopt to ensure the condition trajectory of the diversion is not negatively impacted by subsidence. 1.2 Response Understanding the incremental risk posed by subsidence The Isaac River diversion, constructed in the mid 1980’s was undertaken to a different standard to that which would be adopted today. The diversion underwent major erosional adjustment in the 1980’s and 1990’s (see Figure 2). Following some management intervention in the mid-late 1990’s (including timber pile fields) and a period without any major flow events from 1991 to 2007 (refer to Figure 1), the diversion underwent substantial recovery. This recovery included the deposition of benches against toe of bank and colonisation of those benches with riparian vegetation, providing a near continuous coverage along the diversion. These vegetated benches protect the near vertical, erodible upper banks from erosion in the majority of flow events (refer Figure 3). The diversion, which reduced river length by several kilometres, was constructed with two drop structures to compensate for the increase in gradient. One of these structures is now largely redundant and the other has been subject to damage from flow events and repair on numerous occasions. The remaining functional structure performs its design intent during smaller flows but is ineffective in larger flows in reducing energy conditions sufficiently. -
SEEDS) Sustainability Program Student Research Report
UBC Social Ecological Economic Development Studies (SEEDS) Sustainability Program Student Research Report Replacement of the Spiral Drain at the North End of UBC Campus Mona Dahir, Jas Gill, Danny Hsieh, Rachel Jackson, Michael Louws, Chris Vibe University of British Columbia CIVL 446 April 7th, 2017 Disclaimer: “UBC SEEDS Sustainability Program provides students with the opportunity to share the findings of their studies, as well as their opinions, conclusions and recommendations with the UBC community. The reader should bear in mind that this is a student research project/report and is not an official document of UBC. Furthermore, readers should bear in mind that these reports may not reflect the current status of activities at UBC. We urge you to contact the research persons mentioned in a report or the SEEDS Sustainability Program representative about the current status of the subject matter of a project/report”. UBC NORTH CAMPUS SPIRAL DRAIN REPLACEMENT Final Design Report PREPARED FOR: Client Representative: Mr. Doug Doyle, P.Eng Associate Director, Infrastructure and Planning Client: UBC Social Ecological Economic Development Studies (SEEDS) Project Team 24: Rachel Jackson Danny Hsieh Mona Dahir Michael Louws Jasninder Gill Chris Vibe April 7th, 2017 Executive Summary Vortex Consulting has prepared a detailed design report, as requested by UBC Social, Ecological, Economic Development Studies (SEEDS), for the replacement of UBC's current North Campus Stormwater Management facility, the spiral drain. This report intends to provide UBC SEEDS with an understanding of the design components, technical analysis and design, and project costs and construction sequencing, that are required to mitigate a 1 in 200 year storm event. -
Land Use Element
Chapter IX LAND USE ELEMENT INTRODUCTION The land use element, together with the agricultural, natural, and cultural resources element, seeks to balance long term growth and development in the County with the environmental well-being, agricultural activities, and cultural history of the County. The land use element sets forth major objectives concerning the desirable physical development of Racine County and its communities. Arguably the most important element of the comprehensive plan, the land use plan provides a means of relating day-to-day development decisions to long-range development objectives and provides for an efficient and attractive development pattern and serves to promote the public health, safety, and general welfare. The land use element is one of the nine elements of a comprehensive plan required by Section 66.1001 of the Wisconsin Statutes. Section 66.1001 (2) (h) of the Statutes requires this element to compile goals, objectives, policies, programs, and maps to guide future development and redevelopment of public and private property. The Statutes also require an analysis of data and maps regarding existing land use, land use trends, and land use projections to develop land use goals, objectives, policies, and programs for the County including: Information regarding the amount, type, and intensity or density of existing land uses in the County. Land use trends in the County. Projected land use needs in five year increments to the plan design year 2035. Maps showing existing and future land uses, productive agricultural soils, natural limitations to building site development, floodplains, wetlands, and other environmentally sensitive lands.1 In addition, the following comprehensive planning goals related to the land use element are set forth in Section 16.965 of the Statutes and must be addressed as part of the planning process:2 Promotion of the redevelopment of lands with existing infrastructure and public services and the maintenance and rehabilitation of existing residential, commercial, and industrial structures. -
Drop Structures
DROP STRUCTURES 1 DESCRIPTION OF TECHNIQUE Drop structures (also known as grade controls, sills, or weirs) are low-elevation structures that span the entire width of the channel, creating an abrupt drop in channel bed and water surface elevation in a downstream direction. Drop structures have been used extensively in Washington State to stabilize channel grades, improve fish passage, and to reduce erosion. Generally speaking, in fish bearing waters, vertical drops must not exceed 1 foot [WAC 220-110-070]; lesser drops are often required to accommodate certain species and age classes of fish. Drop Structures are designed to spill and direct flow such that there is a distinct drop in water surface elevation at normal low flows. The purpose of drop structures may include but is not limited to: • redistribute or dissipate energy; • stabilize the channel bed; • restore a step pool morphology to an altered channel • limit channel incision; • limit bank erosion by directing flow away from an eroding bank; • modify the channel bed profile and form by promoting collection, sorting and deposition of sediment; • create structural and hydraulic diversity in uniform channels; • improve fish passage over natural and artificial barriers by backwatering the upstream reach; • scour the channel bed, creating holding pools for fish and other aquatic life; • provide backwater (depth) in groundwater fed side channels; or • raise the bed of an incised stream to reconnect it with its floodplain. Drop structures may resemble porous weirs in appearance. But while drop structures direct water over the structure and are applied primarily to modify the profile of a channel, porous weirs allow water to flow through the structure and are applied primarily to redirect or concentrate flow.