Methods to Simulate the Impact of BMPs
|
|
- Ashley Hawkins
- 5 years ago
- Views:
Transcription
1 LA221 Project Ortega Watershed Demonstration Area, Quito Ecuador Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley December 2011
2 Ortega Watershed Demonstration Area Quito Ecuador Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley Introduction This paper will present the method that will be used to simulate the implementation of Stormwater Best Management Practices (BMPs) in the Ortega watershed in the City of Quito, These methods are a section of a project on Integrated Stormwater Management (ISM) for the City of Quito, which will be my final professional project to fulfill the requirements for my Masters in Landscape Architecture & Environmental Planning. Due to the fact that the satellite imagery necessary to realize this work wasn t yet available, this paper will go through the idealized procedures to perform the simulation and it will use an example of satellite imagery from San Pablo, CA, to demonstrate the results of image analysis. Ecuador. The objective is to calculate the resulting stormwater discharges and to demonstrate how much runoff could be detained and infiltrated through the use of these BMPs. Eventually a successful implementation of these projects will reduce natural disasters, such as floodings and landslides, improve the water quality and the living conditions of local communities. Objectives Since the 1970s in developed countries, the concept of stormwater management has evolved through the application of new technologies, also called BMPs, such as detention and retention ponds, permeable surfaces, infiltration trenches and other source control measures. This approach has been Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley 2/12
3 implemented through municipal regulations in developed countries and the land developer pays the cost of implementation and control (Tucci 2007). However, in developing countries, this type of control usually does not exist and the impacts are transferred downstream into the major drainage system. The cost of the control of this impact is transferred from the household to the public domain, since the municipality has to invest in hydraulic structures to reduce the downstream flood impacts (Tucci, Goldenfum, and Parkinson 2009). It is common sense that where urban runoff occurs, a disturbance has taken place; therefore mitigation and restoration are necessary. In the midst of a city, restoration of ecological processes depends on human protection and management. The characteristics of a place can make the processes through which hydrologic and ecological restoration takes place visible and comprehensible. Design is capable of revealing and integrating (Ferguson 1998). Urban infiltration constitutes the restoration of a site s hydrology. It restores groundwater to the earth and balanced flow regimes to streams. In addition to addressing flooding and erosion, which are targeted by conveyance and detention systems, infiltration supports groundwater recharge, stream base flows, water quality, aquatic life, and water supplies. Because it turns the hazard of storm flows into the resource of base flows, it is environmentally the most complete solution to the problem of urban stormwater (Ferguson 1998). Although it s known that these stormwater BMPs increase the storage and infiltration capabilities in the watershed, reducing flooding and erosion, and improving the general environment and thus the quality of urban life, the challenge presented is how to implement them in a growing developing country city, with few resources and where these technologies are unheard Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley 3/12
4 of. To do so, a method of calculating and displaying these results has to be considered. The objective of this paper is to come up with a method to simulate the capacity of BMPs to A relatively low density and the existence of several open spaces, although not treated, adjacent to the streams characterize the 2400 ha of the watershed. decrease the total discharge volumes from large storm events and display these results effectively and comprehensively to engineers and general public. Study Site Located southwest of the city limits the Ortega watershed is mainly occupied by low-income communities occupying risk areas. The precarious conditions and geographic location, extending up the slopes of the Atacazo Mountain plus the fact that it is one of the few areas in the city that still has most of their streams daylighted, makes it a compelling study site to implement some BMP ideas. Photo of the southwest limits of the City of Quito. Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley 4/12
5 Photo of the Ortega watershed with streams. Photo of the Ortega watershed with 10 m contours. Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley 5/12
6 Method There is a series of data necessary to be able to design BMPs and also to properly run the specific hydrologic model. This includes delineating the watershed, sub-watersheds, and subbasins. Determining existing and future land uses. Determining the hydrologic-hydraulic parameters like, the dominant soil type (sand, silt, and clay), the soil permeability, the nominal slope, the percentage of imperviousness based on satellite imagery, the runoff coefficient, and the time of concentration and flow through time. It is necessary to assemble precipitation data. Two categories of precipitation data are typically needed. The first is intensity-duration-frequency curves or tables, which are often used for sizing the BMPs. The second are hyetographs or other historic data on storms. Data should be gathered on recent major storm events widely recognized by residents to have caused floodings. Searching for groundwater-level data, as this will affect the construction and operability of the BMPs, is also important. Land ownership should be determined. Determining, if existent, applicable surface water management regulations. Identifying related problems and opportunities, i.e. communities with flooding problems may have needs in one or more other areas of community services, such as providing open recreation areas, reducing water pollution, improving water supply, etc. These needs may be relevant to the surface water management and therefore should be noted and understood when planning and designing BMPs. Through remote sensing and GIS analysis it is possible to calculate the current and proposed discharges of urban runoff. This can be done using the US Army Corp of Engineers software developed by the Hydrologic Engineering Center, the Hydrologic Modeling System (HEC-HMS), that was conceived to simulate the precipitation and runoff processes of branched watershed systems (USACE-HEC). Engineers commonly use it to Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley 6/12
7 estimate discharges based on watershed conditions and therefore study different drainage scenarios (Jencks). To calculate the impacts of BMPs, HEC-HMS conceptually subdivides the watershed into separate basins by grouping together areas based on the runoff that they are likely to generate (Jencks). First it is necessary to calculate the percentage of imperviousness in the watershed. This can be done with the use of 4 bands satellite imagery, i.e. satellite imagery with at least the NRI spectrum. Well, the water company in Quito does not have this type of imagery, so it will have to be bought from a private satellite imagery company. These companies own, for instance, orthorectified imagery from GeoEye-1 or Ikonos satellites with 1m resolution. With this information it is possible to reclassify the image and quantify the impervious surfaces. Satellite image of the City of San Pablo (green) and the Wildcat Creek Watershed (blue). The following example shows the capabilities of this type of image manipulation for the City of San Pablo, CA. Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley 7/12
8 Infra-red imagery of the same site. Already noticeable the difference between hard and soft surfaces. Zoom into the site. After reclassifying the image it is possible to clearly distinguish pervious (green) from impervious (orange). Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley 8/12
9 As it can be seen in the last image there are some black areas caused by shade that GIS cannot distinguish and therefore classifies it has no data. For this problem there are a few tricks that can be used to reduce this lack of data. One is adding the road layer. One knows that all the black areas that fall onto the road layer will be roads too and therefore can be added to the impervious areas. Another trick is to measure the average building, for instance, in the last image it is easy to distinguish, being a residential neighborhood, how all the houses have approximately the same size. It is possible to measure it and assign an average radius for them. Then edit points on top of each house and buffer those points by the previous calculated average radius. Again the shadows that fall onto those buffered points can be assumed as falling onto a house and therefore be part of the impervious areas. The remaining data needed, such as precipitation is already Closer image of the site. available and can just be used in HEC-HMS. Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley 9/12
10 Another information needed is soil permeability. This will be calculated on site by using a buried bottomless cylinder in the ground and then dump one liter of water into it. Obviously the idea is to calculate how long it takes to the water to infiltrate. This procedure will be repeated in several points within the watershed so it can give a rough estimate of the general soil permeability. Before running HEC-HMS it is necessary to run HEC-GeoHMS. HEC-GeoHMS builds a spatial model of the watershed that is later exported to HEC-HMS to run the hydrologic calculations. HEC-GeoHMS builds a spatial model of the watershed based solely on a DEM of the area. To do this I had to the DEM. First I created a TIN from 10 m contours. TIN of the Ortega watershed. After creating the TIN and clipping the edges, I convert it into a Raster. Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley 10/12
11 The current combined sewer system in Quito is frequently overloaded and overflows. Therefore, the HEC-HMS analysis will be used to examine the 1, 2, 5,10, 25, 50 and 100-year storm events to estimate the relative effectiveness of the system. A successful implementation is judged to be any storageoriented system strategy that reduces runoff discharges below the 5-year storm discharge under larger storm events, which is the standard for developed cities. Conclusions The results of this study will hopefully serve as an DEM of the Ortega watershed. encouragement for the application of this method not only in Quito, but also in other cities in developing countries that struggle with floodings and related natural disasters. The main idea is to develop a method that can resort to satellite imagery, available for the entire world, and from there quickly Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley 11/12
12 simulate stormwater volumes. Present the results in a clear way is also essential for these issues to be understood and solutions to be implemented. One of the key problems in cities in developing countries is the lack of knowledge about the hydrologic processes and the sustainable solutions that exist for them. References Ferguson, Bruce K Introduction to Stormwater: Concept, Purpose, Design. New York: Wiley. Jencks, Rosey A Finding Room for Stormwater: A Review of Site and Design Opportunities in San Francisco. Tucci, Carlos Urban Flood Management. GWP-SAMTAC. Tucci, Carlos, Joel Avruch Goldenfum, and Jonathan N. Parkinson Integrated Urban Water Management: Humid Tropics: UNESCO-IHP. 1st ed. CRC Press, July 3. USACE-HEC. Hydrologic Engineering Center - Hydrologic Modeling System (HEC-HMS) Website. Ricardo da Cruz e Sousa Master of Landscape Architecture & Environmental Planning University of California, Berkeley 12/12
Pennsylvania Stormwater Best Management Practices Manual
Pennsylvania Stormwater Best Management Practices Manual DRAFT - JANUARY 2005 Section 4 Comprehensive Stormwater Management: Integrating Site Design, Non-Structural, and Structural BMP's This page intentionally
More informationLincoln 270. City of Lincoln. Stormwater Management Plan. April 2, 2013
Lincoln 270 City of Lincoln Stormwater Management Plan April 2, 2013 # 2005.48 Prepared By: Civil Engineering Solutions, Inc. 590 E Street Lincoln, Ca 95648 (916) 645 5700 1.0 Background: The project site
More informationDraft Rhode Island Stormwater Design and Installation Standards Manual
Draft Rhode Island Stormwater Design and Installation Standards Manual Summary The May 2009 Public Review Draft version of the RI Stormwater Design and Installation Standards Manual consists of approximately
More informationStormwater Retrofitting: The Art of Opportunity. Presented by the Center for Watershed Protection
Stormwater Retrofitting: The Art of Opportunity Presented by the Center for Watershed Protection What Are Stormwater Retrofits? Retrofits are stormwater management measures inserted in an urban or ultra-urban
More informationNew Development Stormwater Guidelines
New Development Stormwater Guidelines CITY OF MOUNTLAKE TERRACE Table of Contents Introduction... 2 Ecology s Minimum Requirements for stormwater management... 2 Description of the 9 Minimum Requirements...
More informationRainwater Management an issue for the 21 st Century. Hydrological Cycle
Canadian Society of Landscape Architects CONGRESS 2014 Rainwater Management an issue for the 21 st Century Don Crockett, BCSLA, CSLA Principal, Golder Associates Ltd. May 2014 Hydrological Cycle PRE- URBAN
More informationWQ-23 MOUNTAINOUS AND STEEP SLOPE SITES
Greenville County Technical Specification for: WQ-23 MOUNTAINOUS AND STEEP SLOPE SITES 1.0 Mountainous and Steep Slope Sites 1.1 Description The geographic locations of portions of Greenville County are
More informationHydrologic Assessment of using Low Impact Development to Mitigate the Impacts of Climate Change. Chris Jensen, AScT Master of Science Thesis
Hydrologic Assessment of using Low Impact Development to Mitigate the Impacts of Climate Change Chris Jensen, AScT Master of Science Thesis Bowker Creek Initiative April 12, 2012 Outline 1. Future Impacts
More informationChapter 4 - Preparation of Stormwater Site Plans
Chapter 4 - Preparation of Stormwater Site Plans The Stormwater Site Plan is the comprehensive report containing all of the technical information and analysis necessary for the City to evaluate a proposed
More informationEvaluating Low Impact Development Practices for Stormwater Management on an Industrial Site in Mississippi
Evaluating Low Impact Development Practices for Stormwater Management on an Industrial Site in Mississippi Dennis S. Painter, Tennessee Valley Authority, Nashville, Tennessee Donald Becker, Tennessee Valley
More informationKeele Campus Storm Drainage. Presented by Mark Hagesteijn September 24, 2013
Keele Campus Storm Drainage Presented by Mark Hagesteijn September 24, 2013 1 Presentation Overview Urbanization Impact on the Hydrologic Cycle Why Do We Manage Stormwater? Typical Stormwater Management
More informationPennsylvania Stormwater Best Management Practices Manual. Chapter 4. Integrating Site Design and Stormwater Management
Pennsylvania Stormwater Best Management Practices Manual Chapter 4 Integrating Site Design and Stormwater Management 363-0300-002 / December 30, 2006 Chapter 4 Integrating Site Design and Stormwater Management
More informationC.3 STORMWATER TECHNICAL GUIDANCE. Table of Contents. Glossary... viii. Chapter 1 Introduction/How to Use this Handbook
C.3 STORMWATER TECHNICAL GUIDANCE Table of Contents Glossary... viii Chapter 1 Introduction/How to Use this Handbook... 1-1 1.1 Purpose of this Handbook... 1-1 1.2 What is the Countywide Program?... 1-2
More informationPost Construction BMPs
Post Construction BMPs Why are Post Construction BMPs important? With increased development brings the increase of impervious cover Parking lots, rooftops, driveways Storm water runoff volume increases
More informationGreen Infrastructure and Low-Impact Development Technologies
Green Infrastructure and Low-Impact Development Technologies The guiding principles of these technologies is to manage stormwater at their sources using natural means, and establish conditions so that
More informationSwatara Township Stormwater Program. 1. There are no storm sewers on or near my property. Why should I pay a fee?
1. There are no storm sewers on or near my property. Why should I pay a fee? All properties produce stormwater runoff that must be managed by the Township. Even if your property has never flooded and there
More informationWEFTEC.06. ** City of Caldwell, Idaho
COST-BENEFIT ANALYSIS OF URBAN STORMWATER RETROFITS AND STREAM DAYLIGHTING USING LOW IMPACT DEVELOPMENT TECHNOLOGIES Sherrill Doran*, Dennis Cannon** * CH2M HILL, 322 East Front Street, Suite 200 Boise,
More informationDEALING WITH STORM WATER MANAGEMENT
December 2012 DEALING WITH STORM WATER MANAGEMENT This fact sheet provides information on the guiding principles of storm water management practices, explains the difference between structural and non-structural
More informationUsing AutoCAD Civil 3D and ESRI ArcGIS to meet LEED-ND (Neighborhood Development) Requirements NDIA O Brien & Gere. All Rights Reserved.
Using AutoCAD Civil 3D and ESRI ArcGIS to meet LEED-ND (Neighborhood Development) Requirements NDIA 12457 1 Using AutoCAD Civil 3D and ESRI ArcGIS to meet LEED-ND (Neighborhood Development) Requirements
More informationStatus Update of Turf Work Order. January 18, 2013 MIDS Workgroup Meeting
Photo: http://en.wikipedia.org/wiki/file:seededfertilizedlawn.jpg Status Update of Turf Work Order January 18, 2013 MIDS Workgroup Meeting Categories of Turf Credits 1. Impervious Surface Disconnection-turf
More informationImpervious Cover Reduction Action Plan for City of Vineland, Cumberland County, New Jersey
Impervious Cover Reduction Action Plan for City of Vineland, Cumberland County, New Jersey Prepared for the City of Vineland by the Rutgers Cooperative Extension Water Resources Program May 23, 2016 Table
More informationMANUAL OF DESIGN, INSTALLATION, AND MAINTENANCE REQUIREMENTS FOR STORMWATER MANAGEMENT PLANS
MANUAL OF DESIGN, INSTALLATION, AND MAINTENANCE REQUIREMENTS FOR STORMWATER MANAGEMENT PLANS May 2007 SECTION 1 Responsibility of Applicant TABLE OF CONTENTS A. Stormwater Management Plan Required Information
More informationWhen planning stormwater management facilities, the following principles shall be applied where possible.
2.0 Principles When planning stormwater management facilities, the following principles shall be applied where possible. 2.0.1 Drainage is a regional phenomenon that does not respect the boundaries between
More informationSection 3 Non-Structural BMPs
3.1 Stream Buffers A stream buffer or stream setback is a designated area around a stream, lake, or wetland left in a natural, densely vegetated state so as to protect the receiving water quality and provide
More informationOld Mill Community Association Bioretention Facility
Project Overview This project will install a bioretention facility in a community recreation area owned by the Old Mill Community Association, Inc. Drainage from the area is currently unmanaged and has
More informationAppendix E: Illustrative Green Infrastructure Examples
Appendix E: Illustrative Green Infrastructure Examples Integrating LID into San Francisco s Urban Landscape Figure E. High-density Residential Figure E. Low-density Residential Figure E. Mixed Use 7 Figure
More informationAppendices: Glossary. General Terms. Specific Terms. Low Impact Development Approaches Handbook
67 67 General Terms Specific Terms 66 Low Impact Development Approaches Handbook The vocabulary of low impact development is evolving, and many terms are used interchangeably and to describe the same or
More informationDraft Impervious Cover Reduction Action Plan for West Long Branch Borough, Monmouth County, New Jersey
Draft Impervious Cover Reduction Action Plan for West Long Branch Borough, Monmouth County, New Jersey Prepared for West Long Branch Borough by the Rutgers Cooperative Extension Water Resources Program
More information3. Are there any projects exempt from the definition of Regulated Projects?
STORMWATER REQUIREMENTS: OVERVIEW OF PROVISION C.3 Background: On October 14, 2009, the Regional Water Quality Control Board, San Francisco Bay Region, issued a municipal regional stormwater permit (MRP)
More informationGreen Infrastructure and the Urban Forest: Thinking Outside the Planter Box
Green Infrastructure and the Urban Forest: Thinking Outside the Planter Box James DeRoussel RLA P r o g r a m M a n a g e r W a t e r s h e d M a n a g e m e n t G r o u p Let s put a tree there! What
More informationKey elements : Filter Strips must be designed within parameters required by the Fort Wayne s Development Standards/Criteria Manual.
4.4. Filter Strips Filter Strips are densely vegetated lands that treat sheet flow storm water from adjacent pervious and impervious areas. They function by slowing runoff, trapping sediment and pollutants,
More informationCHAPTER 9 STORM DRAINAGE. Minimum Requirements for New Development and Redevelopment
CHAPTER 9 STORM DRAINAGE 9.01 General The standards established by this chapter are intended to represent the minimum standards for the design and construction of storm drainage facilities. 9.02 Design
More informationSTORMWATER MANAGEMENT CODES ANALYSIS RICHLAND COUNTY, SC SITE PLANNING ROUNDTABLE
STORMWATER MANAGEMENT CODES ANALYSIS RICHLAND COUNTY, SC SITE PLANNING ROUNDTABLE Codes analyses for each subcommittee were completed to assist participants of the Richland County Site Planning Roundtable.
More informationGreen Roofs and Stormwater Management Virginia Stovin
Green Roofs and Stormwater Management Virginia Stovin Department of Civil and Structural Engineering Pennine Water Group University of Sheffield Outline Urban stormwater management Conventional solutions,
More informationDraft Impervious Cover Reduction Action Plan for West New York, Hudson County, New Jersey
Draft Impervious Cover Reduction Action Plan for West New York, Hudson County, New Jersey Prepared for the Town of West New York by the Rutgers Cooperative Extension Water Resources Program March 29, 2017
More informationGoing Green with the NYS Stormwater Design Standards
Going Green with the NYS Stormwater Design Standards Shohreh Karimipour, P.E. NYSDEC History of Stormwater Management Ancient Greek Cisterns Water Cistern Systems in Greece from Minoan to Hellenistic Period,
More informationBLACK/HARMONY/FAREWELL CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 5 IMPERVIOUS SURFACES
BLACK/HARMONY/FAREWELL CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 5 IMPERVIOUS SURFACES Draft November 2009 TABLE OF CONTENTS 1.0 INTRODUCTION... 3 2.0 STUDY AREA AND SCOPE... 4 3.0 METHODOLOGY...
More informationGIS-Enabled Rain Garden Design: A Case Study in Austin, Texas. GIS in Water Resources (C E 394K-3) Clint Smith, E.I.T.
GIS-Enabled Rain Garden Design: A Case Study in Austin, Texas GIS in Water Resources (C E 394K-3), E.I.T., MSCE 12/07/2018 Table of Contents: 1. Abstract 3 2. Introduction 4 2.1 Background 4 2.2 Project
More informationFigure 1 Cypress Street Study Area Location Map
July 20, 2016 TO: FROM: Jim Massarelli Director of Engineering Jeff Julkowski, PE Michael Burke, PE SUBJECT: Cypress Street Study Area Stormwater Analysis (CBBEL Project No. 16-0058) At the request of
More informationINTRODUCTION TO GREEN INFRASTRUCTURE HOW WE CAN PROTECT OUR COMMUNITIES AND OUR WATERS Maywood Public Library Bergen County, New Jersey
INTRODUCTION TO GREEN INFRASTRUCTURE HOW WE CAN PROTECT OUR COMMUNITIES AND OUR WATERS Maywood Public Library Bergen County, New Jersey Jeremiah D. Bergstrom, LLA, ASLA Rutgers Cooperative Extension Water
More informationIntroduction to Low Impact Development. Dr Kathy Chaston Coral & Coastal Management Specialist NOAA Office of Ocean & Coastal Resource Management
Introduction to Low Impact Development Dr Kathy Chaston Coral & Coastal Management Specialist NOAA Office of Ocean & Coastal Resource Management http://hawaii.gov/dbedt/czm/resource/publication.php A Comprehensive
More information4. CONCEPT PLAN DEVELOPMENT
4. CONCEPT PLAN DEVELOPMENT Concept Plan Step 1: Identify Site Constraints and Opportunities Review the existing site to identify constraints and opportunities for GI Practices to meet the RRv. Constraints
More informationDraft. Impervious Cover Reduction Action Plan for Dunellen Borough, Middlesex County, New Jersey
Draft Impervious Cover Reduction Action Plan for Dunellen Borough, Middlesex County, New Jersey Prepared for Dunellen Borough by the Rutgers Cooperative Extension Water Resources Program September 22,
More informationProject Applicant Checklist for NPDES Permit Requirements SAN MATEO COUNTYWIDE STORMWATER POLLUTION PREVENTION PROGRAM
Project Applicant Checklist for NPDES Permit Requirements SAN MATEO COUNTYWIDE STORMWATER POLLUTION PREVENTION PROGRAM I. PROJECT DATA Project Name Bay Meadows Development Phase II Project Address 2600
More informationC ity of Grande Prairie Development Services Department
C ity of Grande Prairie Development Services Department FAIRWAY DEVELOPMENT OUTLINE PLAN OP 08 09 Approved April 6, 2009 Prepared by: Focus Corporation Table of Contents 1.0. Introduction 2 3 1.1. Plan
More informationST. MARY S SOIL CONSERVATION DISTRICT (SMSCD) AND DPW&T CONCEPT EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT GUIDELINES AND CHECKLIST
St. Mary s Soil Conservation District 26737 Radio Station Way, Suite B Leonardtown, MD 20650 Phone: 301-475-8402 ext. 3 Fax: 301-475-8391 www.stmarysscd.com St. Mary s County Government Department of Public
More informationIntroduction to Low Impact Development. Fred Milch. East Central Florida Regional Planning Council
Introduction to Low Impact Development Fred Milch East Central Florida Regional Planning Council Low Impact Development (LID) Low impact development (LID) is a term used to describe a land planning and
More informationUSF System Campus Master Plan Updates Goals, Objectives and Policies
2015-2025 USF System Campus Master Plan Updates Goals, Objectives and Policies Tampa Goals, Objectives, and Policies Table of Contents Executive Summary 2015 2025 USF Campus Master Plan Update Introduction
More informationAPPENDIX A SIMPLIFIED APPROACH TO STORMWATER MANAGEMENT FOR SMALL PROJECTS. In West Sadsbury Township, Chester County, Pennsylvania
APPENDIX A SIMPLIFIED APPROACH TO STORMWATER MANAGEMENT FOR SMALL PROJECTS In West Sadsbury Township, Chester County, Pennsylvania TABLE OF CONTENTS I. Introduction 3 II. Importance of Stormwater Management
More informationChapter 14. Stormwater Quality Introduction
14.0 Introduction This chapter addresses requirements and design criteria related to post-construction stormwater best management practices (requirements for construction erosion and sediment control are
More information2012 Saginaw Bay Watershed Conference
2012 Saginaw Bay Watershed Conference March 16, 2012 Russ Beaubien, P.E., CFM Low Impact Development Fundamentals Summary LID overview Education on LID Fundamentals of LID Examples of LID practices Other
More informationPermeable Interlocking Concrete Pavement A Low Impact Development Tool Training for Developers
Permeable Interlocking Concrete Pavement A Low Impact Development Tool Training for Developers Presented by: Interlocking Concrete Pavement Institute The Low Impact Development Center, Inc. North Carolina
More informationDevelopment of LID Design Guide in Edmonton
Development of LID Design Guide in Edmonton Xiangfei Li and Fayi Zhou, the City of Edmonton Dan Healy, AMEC Earth and Environmental Philadelphia LID Symposium September 26, 2011 Outline Why LID Why develop
More informationUrban Water Management and Soils (ESRM 311 & SEFS 507)
Urban Water Management and Soils (ESRM 311 & SEFS 507) Cougar Mtn Regional Wildland Park & Lakemont Blvd, Bellevue WA Lecture Today Some Urban Water management terms Examples of water management in urban
More informationCOMMUNITY DEVELOPMENT DEPARTMENT POLICY DRAINAGE FOR RESIDENTIAL PROJECTS WITH ONE OR TWO UNITS REVISED JANUARY 4, 2018
COMMUNITY DEVELOPMENT DEPARTMENT POLICY DRAINAGE FOR RESIDENTIAL PROJECTS WITH ONE OR TWO UNITS REVISED JANUARY 4, 2018 A. California Residential Code Requirement - Construction plans shall indicate how
More informationHuntington Stormwater Utility
Huntington Stormwater Utility Stormwater Management & Sediment and Erosion Control Requirements for Construction Sites Authorized by Huntington City Code Articles: 971, 970, 930, 935, 955, Revised April
More informationDRAFT DESIGN CRITERIA STORMWATER TREATMENT STANDARDS CITY OF OVERLAND PARK
DRAFT DESIGN CRITERIA STORMWATER TREATMENT STANDARDS CITY OF OVERLAND PARK A. Authority As set forth in the Overland Park Municipal Code (OPMC), Chapter 16.210, the Director of Planning and Development
More informationUrban Water Management (ESRM 311 & SEFS 507) Cougar Mtn Regional Wildland Park & Lakemont Blvd, Bellevue WA
Urban Water Management (ESRM 311 & SEFS 507) Cougar Mtn Regional Wildland Park & Lakemont Blvd, Bellevue WA Lecture Today Urban Water management terms Examples of water management in urban areas Field
More informationGIS Training of Undergraduates: Campus Stormwater Mapping. Joanne Logan, University of Tennessee. Gordie Bennett, University of Tennessee
GIS Training of Undergraduates: Campus Stormwater Mapping Joanne Logan, University of Tennessee Gordie Bennett, University of Tennessee Seth Benge, University of Tennessee Tim Prather, University of Tennessee
More informationAppendix D - Technical Design Criteria for BMPs
Appendix D - Technical Design Criteria for BMPs City of Wayzata Page 3 On-site infiltration features Definitions and Scope: Infiltration facilities are constructed basins or depressions located in permeable
More informationHEALTH SCIENCES BUILDING REDEVELOPMENT PROJECT
INTRODUCTION In recent years, the University of Cincinnati (University) has demonstrated a commitment to identifying and implementing sustainable goals and objectives throughout University s Uptown Campuses.
More informationUrban Stormwater Management. Rebecca Leonardson Rui Teles Brooke Ray Smith
Urban Stormwater Management Rebecca Leonardson Rui Teles Brooke Ray Smith Introduction Stormwater in Portugal Why urban stormwater is currently a problem What is green stormwater management? Why it is
More informationBioretention cell schematic key
Bioretention Cells Bioretention cell schematic key 1 3 Hardwood mulch 2 Curb cut 3 18-30 Modified soil 4 Stone aggregate choker layer 5 Stone aggregate base layer 6 Subdrain 7 Undisturbed soil 8 Overflow/Cleanout
More informationIMPLEMENTING STORMWATER MANAGEMENT REQUIREMENTS FOR DEVELOPMENT
IMPLEMENTING STORMWATER MANAGEMENT REQUIREMENTS FOR DEVELOPMENT 4.1 Overview Description: Requirements and standards for controlling runoff from development are critical to addressing water quantity and
More informationLow Impact Development in Coastal South Carolina: A Planning and Design Guide
Low Impact Development in Coastal South Carolina: A Planning and Design Guide ACE Basin & North Inlet-Winyah Bay National Estuarine Research Reserves Network of 28 Reserves NOAA Program Research, Stewardship,
More informationArticle 20 Stormwater Management
Article 20 Section 20.01 Intent Article 20 The purpose of this Article is to protect the health, safety, and general welfare of the citizens by requiring compliance with accepted standards and practices
More informationMEMORANDUM. September 10, 2018
September 10, 2018 MEMORANDUM TO: Chad Bird, City of Decorah FROM: Larry Weber and Dan Gilles, Iowa Flood Center, IIHR Hydroscience & Engineering COPY TO: Dana Werner, St. Paul District Corps of Engineers,
More informationImpervious Cover Reduction Action Plan for Hampton Township, Sussex County, New Jersey
Impervious Cover Reduction Action Plan for Hampton Township, Sussex County, New Jersey Prepared for Hampton Township by the Rutgers Cooperative Extension Water Resources Program November 8, 2016 Table
More informationLogan Gilbertsen, EI, CFM Phil Stuepfert, Sr. Project Manager
Logan Gilbertsen, EI, CFM lgilbertsen@hrgreen.com Phil Stuepfert, Sr. Project Manager pstuepfert@hrgreen.com Project Overview Design Approach Water Modeling Landscape Approach Built Photos Questions September
More informationENVISIONING THE POSSIBILITIES OF A DIGITAL CITY: A CASE STUDY OF RAIN GARDENS AS FLOOD CONTROL IN AUSTIN, TEXAS CE 394K FALL 2011 PROF.
ENVISIONING THE POSSIBILITIES OF A DIGITAL CITY: A CASE STUDY OF RAIN GARDENS AS FLOOD CONTROL IN AUSTIN, TEXAS BY KIERSTEN TYSSELAND DUBE CE 394K FALL 2011 PROF. MAIDMENT INTRODUCTION With the advent
More informationInnovative Stormwater Management in Urban Environments
Innovative Stormwater Management in Urban Environments Cahill Associates Environmental Consultants www.thcahill.com Urban SW Issues No Stormwater Management Combined Sewers Buried Streams and Dead Streams
More informationDRAINAGE CALCULATIONS
DRAINAGE CALCULATIONS For the Carroll Single Family Residence At Santa Clara County Saratoga, California APN: 517-26-010 December 18, 2015 Prepared For: John and Peggy Carroll Prepared By: RI Engineering,
More informationNeighborhood Drainage Infrastructure Improvements Using Green Initiatives. Village of Hinsdale, IL
Neighborhood Drainage Infrastructure Improvements Using Green Initiatives Village of Hinsdale, IL Presentation Agenda Project Overview Goals and Objectives Design Approach Public Coordination Recap Questions
More informationLow Impact Development Guidance Manual
May 2009 TABLE OF CONTENTS Section 1 Introduction 1 Overview 2 Definitions 4 2 Conservation Design Practices 5 Cluster Development 6 Minimize Pavement Widths 8 Minimize Setbacks & Frontages 10 Open Space
More informationCommunity LID Workgroup Issue Paper #6
Community LID Workgroup Issue Paper #6 Topic: Hard and Impervious Surface Coverage Limits Objective: Minimize the amount of hard and impervious surfaces in developments to allow more stormwater to infiltrate
More informationSTORMWATER SITE PLAN INSTRUCTIONS AND SUBMITTAL TEMPLATE Medium and Large Projects
DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, WA 98368 Tel: 360.379.4450 Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelopment E-mail: dcd@co.jefferson.wa.us STORMWATER
More informationORDINANCE NUMBER DRAFT. An ordinance amending Title 12 Environmental Protection of the Los Angeles County
ORDINANCE NUMBER DRAFT 1 1 1 1 1 1 0 1 An ordinance amending Title 1 Environmental Protection of the Los Angeles County Code, establishing Low Impact Development standards. The Board of Supervisors of
More informationGENERAL INFORMATION What is Stormwater? What is a stormwater utility? What is an impervious surface?
GENERAL INFORMATION What is Stormwater? Stormwater is rain or snowmelt that falls on streets, parking areas, rooftops, and other developed land and either flows directly into nearby streams or travels
More informationCHECKLIST FOR PHASE II DRAINAGE REPORT
I. COVER SHEET CHECKLIST FOR PHASE II DRAINAGE REPORT A. Name of Project B. Address C. Owner D. Developer E. Engineer F. Submittal date and revision dates as applicable II. GENERAL LOCATION AND DESCRIPTION
More informationLand Development Characteristics (Module 6)
Land Development Characteristics (Module 6) Robert Pitt and Celina Bochis Department of Civil, Construction and Environmental Engineering The University of Alabama Tuscaloosa, AL 35487 Example of 1 m monochromatic
More informationChapter 3 Site Planning and Low Impact Development
CHAPTER 3 Site Planning and Low Impact Development Chapter 3 Site Planning and Low Impact Development 3.0 Introduction The City of Charleston requires that major residential, large commercial (>1 acre),
More informationGreen Infrastructure Implementation Planning for Multiple Objectives
Green Infrastructure Implementation Planning for Multiple Objectives Hazem Gheith, ARCADIS September 10, 2014 Imagine the result Integrated Plan for Stormwater Control Integrated Plan Objective Sanitary
More informationDraft. Impervious Cover Reduction Action Plan for Fair Haven, Monmouth County, New Jersey
Draft Impervious Cover Reduction Action Plan for Fair Haven, Monmouth County, New Jersey Prepared for Fair Haven by the Rutgers Cooperative Extension Water Resources Program June 10, 2016 Table of Contents
More informationRule D Wetland and Creek Buffers
Rule D Wetland and Creek Buffers 1 Policy It is the policy of the Board of Managers to ensure the preservation of the natural resources, recreational, habitat, water treatment and water storage functions
More informationAppendix I. Checklists
Appendix I Checklists Town of Greenwich Drainage Manual Department of Public Works - Engineering Division Town Hall - 101 Field Point Road, Greenwich, CT 06836-2540 Phone 203-622-7767 - Fax 203-622-7747
More informationBMP Siting Tool. Step-by-Step Guide
BMP Siting Tool Step-by-Step Guide ArcGIS 10.1 Service Pack 1 (Build 3143) Prepared by: Tetra Tech, Inc. 10306 Eaton Place, Suite 340 Fairfax, VA 22030 January 2013 Contents 1 Getting Started... 1 1.1
More informationGeneral Technical Guidance for Treatment Measures
Chapter 5 General Technical Guidance for Treatment Measures This Chapter contains guidance on: Hydraulic sizing criteria, Applicability of non-landscape based treatment measures, Using Manufactured Treatment
More informationStormwater Prevention and Control
Stormwater Prevention and Control Principles of Stormwater Management Stormwater Fact Sheet No. 4 This fact sheet is No. 4 of a eight-part series focused on stormwater runoff problems and control strategies.
More informationSelecting Appropriate Stormwater Control Measures for Your Development Project
Phase II Post-Construction Stormwater Requirements Workshop - February 10, 2014 Selecting Appropriate Stormwater Control Measures for Your Development Project Jill Bicknell, P.E., EOA, Inc. Outline of
More informationDraft Impervious Cover Reduction Action Plan for Newark, Essex County, New Jersey Volume 2
Draft Impervious Cover Reduction Action Plan for Newark, Essex County, New Jersey Volume 2 Prepared for the City of Newark by the Rutgers Cooperative Extension Water Resources Program April 16, 2018 Table
More informationLesson 2: Stormwater Best Management Practices (BMPs)
Lesson 2: Stormwater Best Management Practices (BMPs) Environmental Stewards Class Christopher C. Obropta, Ph.D., P.E. Extension Specialist in Water Resources 732-932-9800 ext. 6209 obropta@envsci.rutgers.edu
More informationExample Stormwater Control Plan For a Residential Subdivision Project. Whispering Pines Lane Anytown, USA. February 21, 2018
Example Stormwater Control Plan For a Residential Subdivision Project Whispering Pines Lane Anytown, USA February 21, 2018 XYZ Corporation Jane Jones, 925-555-1212 This example prepared by Dan Cloak Environmental
More informationNPDES - PCSM. Permit Preparation
NPDES - PCSM National Pollutant Discharge Elimination System Post Construction Stormwater Management Permit Preparation Jim Pillsbury, PE Engineer s Workshop - March 4 and 5, 2010 Who needs NPDES? Earth
More informationBE WATER WISE. Managing Your Onlot Stormwater. Sept. 23, 2006 Watershed Weekend
BE WATER WISE Managing Your Onlot Stormwater Sept. 23, 2006 Watershed Weekend 2006 1 All water resources are interrelated through the Hydrologic Cycle Sept. 23, 2006 Watershed Weekend 2006 2 What is Storm
More informationJ. Paul Guyer, P.E., R.A.
J. Paul Guyer, P.E., R.A. Paul Guyer is a registered civil engineer, mechanical engineer, fire protection engineer, and architect with over 35 years experience in the design of buildings and related infrastructure.
More informationSTORMWATER GREEN INFRASTRUCTURE AND PLANNING/ZONING BOARDS
STORMWATER GREEN INFRASTRUCTURE AND PLANNING/ZONING BOARDS Source: Center for Watershed Protection, 2007 Southern Tier Central Regional Planning & Development Board Chemung County Stormwater Team OUTLINE
More informationBRISBANE BAYLANDS INFRASTRUCTURE PLAN FEBRUARY 2011 APPENDIX O DRAFT
BRISBANE BAYLANDS INFRASTRUCTURE PLAN FEBRUARY 2011 APPENDIX O DRAFT PRELIMINARY STORM DRAIN CALCULATIONS ASSOCIATED WITH BRISBANE BAYLANDS REDEVELOPMENT BRISBANE, CALIFORNIA Prepared by BKF Engineers
More informationARIZONA WATER COMPANY
ARIZONA WATER COMPANY East Sedona Water Storage Facility February 21, 2018 Community Meeting STORMWATER RUNOFF Issue: Runoff sometimes flows out of the wash at bottlenecks in front of several homes on
More informationManaging Stormwater Naturally. July 17, 2013
Managing Stormwater Naturally July 17, 2013 1 This image cannot currently be displayed. Guiding Documents 2 Stormwater Purpose Statement The City Council hereby finds, determines and declares the City
More informationModeling Rain Garden LID Impacts on Sewer Overflows
7 Modeling Rain Garden LID Impacts on Sewer Overflows Uzair (Sam) M. Shamsi In September 2010, the U.S. Environmental Protection Agency (USEPA) released a new version (5.0.021) of Storm Water Management
More information