GIS in Wastewater Collection System Master Planning
|
|
- Mark Mathews
- 7 years ago
- Views:
Transcription
1 Page 1 of 6 GIS in Wastewater Collection System Master Planning Brad Roeth, EIT Stanley Consultants, Inc. This paper presents the use of GIS in a wastewater collection system master plan. The master plan evaluates the impact of 50 years of projected growth on the capacity of a collection system serving 130,000 people in eastern Iowa. Land use plans showing development in 25 year increments led to projected wastewater flows. A hydraulic model identified system inadequacies and confirmed the viability of proposed system improvements. This paper discusses incorporating data from CAD, database, spreadsheet, GIS, and paper sources; interfacing with hydraulic models; and presenting results. Background Figures 1 and 2 show the location of Davenport, Bettendorf, Riverdale, and Panorama Park, four communities in eastern Iowa along the Mississippi River. The combined population is approximately 130,000. The communities exhibited strong growth between 1900 and 1980; population losses between 1980 and 1990; and growth again between 1990 and These cities were the subject of a wastewater collection system master plan that utilized GIS.
2 Page 2 of 6 Figure 1. Project Location Map. Figure 2. Study Area. The communities each own and operate their respective collector and trunk sewer systems. However, they share a common large-diameter riverfront interceptor sewer and water pollution control plant. Collector sewers are typically 8 to 10 inches in diameter. Trunk sewers range from 12 to 48 inches in diameter. The large-diameter riverfront interceptor ranges from 6 to 8 feet in diameter. The water pollution control plant has primary treatment capacity of 66 million gallons per day (mgd) and secondary treatment capacity of 30 mgd. Flows in excess of primary treatment capacity are allowed to backup into the large-diameter riverfront interceptor. Present day average dry weather flow is estimated at 22 mgd. Peak wet weather flows are greater than the 66 mgd capacity at the water pollution control plant and measurements of flow were not available. The Wastewater Master Plan was a study that considered the next 50+ years of growth in the study area. The cities plan to approximately double the amount of developed land in the study area during this period. This projected growth will place a severe strain on the existing wastewater system. The goal of the study was to develop a capital improvements program for the cities that will solve existing capacity problems, provide guidelines for fixing isolated problems such as sewer backups, and provide capacity for projected future development. The analyses of the sewer system were performed using the Visual SWMM hydraulic modeling program. The SWMM hydraulic model is an unsteady model originally developed by USEPA. It simulates flows in urban sanitary and storm sewer systems including gravity and pressure flow conditions. Given inputs of the sewer system and flows, it will combine and route these flows to indicate how the sewer system responds to the simulated conditions. The results are useful for identifying problem areas and designing sewers appropriately. Data Layers
3 Page 3 of 6 Base layers used in the study included streets and roads, creeks and waterways, topography, and city limits. Davenport provided these layers in ArcView shapefile format. Bettendorf provided base layers in CAD format, which we converted to ArcView shapefiles. Other base data was obtained from the Iowa Department of Natural Resources and the Bi-State Regional Planning Commission. The Iowa DNR provided USGS Digital Raster Graphics, which are scanned-in 1:24,000 scale topographic maps, as well as a variety of vector data sets such as bedrock information. Bi-State provided aerial photographs of the area. A variety of coordinate systems were used on the project. Davenport's base data were provided in a local coordinate system based on the Iowa State Plane coordinate system. Bettendorf's base data were provided in paper scale coordinates. Iowa DNR base data were provided in UTM Zone 15 coordinate system. Aerial photos were in Illinois State Plane coordinates. Sewer system data for Davenport were provided in both ArcView shapefile and SWMM formats. The ArcView tabular data included only sewer and manhole identification numbers. Other sewer information including sewer lengths, diameters, and inverts were provided in SWMM format. In order to utilize the tabular information in ArcView, the SWMM data was exported in ASCII format. A spreadsheet was used to reformat the ASCII format data into dbase format. The dbase format file could then be attached to the sewer shapefiles in ArcView. Sewer system data for Bettendorf were provided as paper maps only. The maps showed the location of all sewers and manholes relative to street locations and indicated the sewer information such as lengths, slopes, inverts, diameters, etc. These maps were simultaneously entered as graphical manhole elements in ArcView and as tabular data in a spreadsheet. An Avenue script connected the manhole locations to create a sewer shapefile. The tabular data was exported into both SWMM and dbase formats. The dbase format files were then joined to the manhole and sewer shapefiles. Sewer system flow monitoring was performed in Bettendorf as a part of this project. Monitoring had already been performed in Davenport. The flow monitoring involved installing over 50 flow meters for 2 to 3 months in the sewer system that recorded depth and velocity. The data were analyzed to develop the current day sewer models, dry and wet weather diurnal flow curves, wet weather peaking factors, and land use flow factors. Figure 3 shows full development land use in Davenport. Existing land use data for Davenport were provided in ArcView shapefile format. Future land use for Years 2025, 2050, and Full Development were provided as hand mark-ups on paper maps. The hand mark-ups were digitized with CAD over the top of existing land use and roads layers and then converted to ArcView shapefile format. Figure 3. Davenport Full Development Land Use.
4 Page 4 of 6 Existing and future land use data for Bettendorf were provided as paper maps. The land use maps were digitized with CAD over the top of the roads layer and then converted to ArcView shapefile format. Figure 4 shows major and sub- drainage basins for Davenport, developed as a part of this project. Basin boundaries were based on existing sewer locations and topography. The major basin names were based on local creeks. The subbasins were developed to be acres in size and further divide the major basins. The subbasins were the default "resolution" of the hydraulic model since land use was aggregated by subbasin and the model used 1 to 3 flow inputs per subbasin. Figure 4. Davenport Drainage Basins. Central Data Hub Figure 5 is a schematic diagram of the data flows utilized in this project. ArcView GIS was used as the central data hub to manage the data.
5 Page 5 of 6 Figure 5. Data flow schematic. The land use, base layer, and sewer data were provided in or converted to ArcView shapefile format. GIS computed the land use data required as an input to the hydraulic model. These computations are described in more detail under the Computations section below. A spreadsheet synthesized the input data and created ASCII input files for the SWMM hydraulic model to use. Input data included land use, land use flow factors, flow data from a flow monitoring database, and diurnal dry and wet weather curves. While the SWMM hydraulic model could have been run entirely within its software, the use of ASCII input files sped up the running of multiple scenarios. The spreadsheet allowed for quick changes in flow factors to be made that would affect the entire study area. These alternatives would have required manual changes to thousands of flow inputs without the use of the ASCII input files. The SWMM model simulated sewer flows for each modeling scenario and produced output files. Visual SWMM had some graphical capabilities, but often the model results were imported directly to ArcView for display. A custom Avenue script pulled pertinent data out of the standard SWMM output files and linked it to the sewer and manhole shapefiles. Figure 6 presents a typical display showing surcharging sewers and flooding manholes. Using GIS allowed for rapid assimilation of model results by the modeler and overlay with the base data layers. Problems were quickly identified and changes made in input data or sewer parameters to adjust the model. ArcView was also used to create intermediate working figures and prepare data for the final report figures. Figure 6. Typical Display of Model Results. Final report figures were generated in CAD. There were several reasons for using CAD rather than ArcView. First, Stanley Consultants has many more CAD operators than GIS operators as well as existing CAD standards and borders. This made
6 Page 6 of 6 the final production of over 77 color report figures more efficient. Second, ArcView's effectiveness in producing high quality figures is limited, especially when compared with the precision and reproducibility available from CAD. Computations In addition to being the central data hub, GIS was also very useful in performing land use computations essential to the modeling process, including data verification and subdividing the land use features. The ArcView Geoprocessing Wizard provided the tools for these computations. The original digitization of the land use data led to shapefiles representing incremental development during a given time period. For example, in order to see the entire development scheme for 2050, it was necessary to view the existing, 2025, and 2050 land use shapefiles together. Before these could be combined in a single shapefile, overlapping features had to be eliminated. The land use shapefiles were checked for overlap with the "union" and "combine" functions. When displayed together, the unioned and combined shapefiles quickly identified the offending features. This information was given to the CAD technician to make adjustments and the process was repeated. In a similar manner, the land use shapefiles were also checked against future years. This verified that there were no overlaps between different time periods. Once each time period's shapefiles were checked, they were unioned with the shapefiles from preceding time periods. In order to compute flows for each subbasin, the land use and subbasin shapefiles were unioned. This in effect utilized the subbasins as a "cookie cutter" to split land use features that fell into more than one subbasin. The area for each feature or shape in the unioned shapefile was computed. The tabular data resulting from these operations had one row for each land use feature in each subbasin. This data was readily exported to the spreadsheet where, as described above, flow and other factors were applied to create the SWMM hydraulic model input files. The flow factors used in the spreadsheet were derived from flow monitoring data. The land use and subbasin GIS layers were used to determine the land use mix upstream of many of the individual flow meters. By examining many different basins, standard flow factors in terms of gallons per day per acre (gpd/acre) were developed for residential, commercial, and industrial land uses. The factors were 1000 gpd/acre for residential, 1500 gpd/acre for commercial, and 3000 gpd/acre for industrial. Conclusions This project demonstrates the successful use of a wide range of software tools with GIS as the central data hub. GIS, spreadsheets, hydraulic models, and CAD were each used where their inherent strengths best benefited the project. GIS was an essential component in managing the data flow from these separate components. In addition to its use as a data management tool, GIS lent itself to land use computations that were critical inputs to the hydraulic model. References Stanley Consultants, Inc.; Davenport-Bettendorf Wastewater Master Plan, Final Report. Stanley Consultants, Inc; Acknowledgements The author wishes to thank his wife Rachel; Patrick McGrath and his staff at the City of Davenport Engineering Division; Wally Mook and his staff at the City of Bettendorf Public Works Department; and Patrick Mullin, Brian Roth, and John Sayles of Stanley Consultants, Inc. Brad Roeth, EIT Civil Engineer Stanley Consultants, Inc.
CHAPTER 2 HYDRAULICS OF SEWERS
CHAPTER 2 HYDRAULICS OF SEWERS SANITARY SEWERS The hydraulic design procedure for sewers requires: 1. Determination of Sewer System Type 2. Determination of Design Flow 3. Selection of Pipe Size 4. Determination
More informationGeoprocessing Tools for Surface and Basement Flooding Analysis in SWMM
3 Geoprocessing Tools for Surface and Basement Flooding Analysis in SWMM Eric White, James Knighton, Gary Martens, Matthew Plourde and Rajesh Rajan A geoprocessing routine was used for the development
More informationA GIS helps you answer questions and solve problems by looking at your data in a way that is quickly understood and easily shared.
A Geographic Information System (GIS) integrates hardware, software, and data for capturing, managing, analyzing, and displaying all forms of geographically referenced information. GIS allows us to view,
More informationPeeling the Onion of Meter Accuracy Two Steps to Evaluating Flow Meter Data
Peeling the Onion of Meter Accuracy Two Steps to Evaluating Flow Meter Data ABSTRACT Patrick L. Stevens, PE ADS Environmental Services 9 S. Cloverdale St., Suite B Seattle, WA 988 It is a natural desire
More informationGIS APPLICATIONS IN URBAN DRAINAGE MASTER PLANNING. Robert J. Muir *
GIS APPLICATIONS IN URBAN DRAINAGE MASTER PLANNING Robert J. Muir * ABSTRACT: In recent years, GIS applications in water resources management have become widespread and diverse in the Province of Ontario,
More information2.1 Development of Risk-Based Asset Management Framework
SECTION 2 Development of Asset Management Framework 2.1 Development of Risk-Based Asset Management Framework As part of the master planning effort, WES developed a risk-based asset management framework
More informationKansas City s Overflow Control Program
Kansas City s Overflow Control Program Kansas City Water Services Water Wastewater Stormwater 2 Water Services Department 1000 Positions 835 Employees 3 Utilities FY 13/14 Budget = $307 million Water Wastewater
More informationThe checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm:
Page 1 of 6 Section 1. PURPOSE This policy is an Engineering checklist of the Local Review Program for sanitary sewer improvement projects by the Bedford Regional Water Authority ( Authority ). Section
More informationCOMBINED SEWER OVERFLOW LONG-TERM CONTROL PLAN Executive Summary
CITY OF LAKEWOOD COMBINED SEWER OVERFLOW LONG-TERM CONTROL PLAN Executive Summary MAY 2006 storage conveyance treatment performance Prepared for: City of Lakewood, Ohio Prepared by: Metcalf & Eddy of Ohio,
More informationLand Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
More informationScattergraph Principles and Practice Characterization of Sanitary Sewer and Combined Sewer Overflows
Scattergraph Principles and Practice Characterization of Sanitary Sewer and Combined Sewer Overflows Kevin L. Enfinger, P.E. and Patrick L. Stevens, P.E. ADS Environmental Services 494 Research Drive Huntsville,
More informationFort Dodge Stormwater Master Planning. Prepared By: Ralph C. Stark, Jr., P.E., C.F.M. Joel N. Krause, P.E., C.F.M.
Fort Dodge Stormwater Master Planning Prepared By: Ralph C. Stark, Jr., P.E., C.F.M. Joel N. Krause, P.E., C.F.M. Project Location Project Background Flooding History Localized flooding and storm sewer
More informationMicromanagement of Stormwater in a Combined Sewer Community for Wet Weather Control The Skokie Experience
Micromanagement of Stormwater in a Combined Sewer Community for Wet Weather Control The Skokie Experience Robert W. Carr 1 * and Stuart G. Walesh 2 1 Water Resources Modeling, LLC, 4144 S. Lipton Ave,
More informationSECTION 5: SANITARY SEWER SYSTEM DESIGN
SECTION 5: SANITARY SEWER SYSTEM DESIGN 5.01 GENERAL Sanitary sewer improvements shall be designed to serve the ultimate level of City development as defined in the General Plan and the Wastewater Facilities
More information{ { { Meeting Date 08/03/10. City of Largo Agenda Item 24. Leland Dicus, P.E., City Engineer
City of Largo Agenda Item 24 Form Revision Date: 10/19/09: Meeting Date 08/03/10 Presenter: Leland Dicus, P.E., City Engineer Department: CD Community Development TITLE: GIS PROGRAM UPDATE The implementation
More informationSANITARY SEWER SPECIFICATIONS
SANITARY SEWER SPECIFICATIONS OCTOBER 2003 HARVEST-MONROVIA WATER, SEWER, AND FIRE PROTECTION AUTHORITY SECTION 1.00 1.10 Purpose The purpose of this document is to assemble the sewer specifications, policies,
More informationHigh-Rate Retention Treatment Facility for CSO Control in Windsor Riverfront East
High-Rate Retention Treatment Facility for CSO Control in Windsor Riverfront East Jian Li, Ph.D., P.Eng., PE Senior Environmental Engineer Stantec Consulting Ltd. Water & Wastewater Treatment BMP Forum
More informationSanitary Sewer Master Plan
, Illinois Sanitary Sewer Master Plan EXECUTIVE SUMMARY Prepared by September 9, 2010 1670 South Taylorville Road Decatur, Illinois 62521 www.bgmengineering.com Sanitary Sewer Master Plan A. SCOPE OF STUDY
More informationPART 6 - STANDARD DESIGN AND CALCULATION FORMS 6.1 SANITARY SEWER DATA SHEET
PART 6 - STANDARD DESIGN AND CALCULATION FORMS 6.1 SANITARY SEWER DATA SHEET Name of Municipality or Sewer District Name of Project Original Township and Lot Number Name of Engineer of Firm Preparing Plans
More informationCity and County of San Francisco 2030 Sewer System Master Plan TASK 400 TECHNICAL MEMORANDUM NO. 405
City and County of San Francisco 2030 Sewer System Master Plan TASK 400 TECHNICAL MEMORANDUM NO. 405 REGULATORY CONSIDERATIONS FOR WET WEATHER COLLECTION SYSTEM BACKUPS FINAL DRAFT August 2009 2700 YGNACIO
More informationFrom Civil 3D, with Love
From Civil 3D, with Love Download the zip file containing the files needed for the exercise. Extract the files to a convenient location on your hard drive before you begin. The files associated with this
More informationWastewater Collection System Supplemental Design Standards for Capital Improvement Program Projects
Wastewater Collection System Supplemental Design Standards for Capital Improvement Program Projects March 2013 i Metropolitan Sewer District of Greater Cincinnati Wastewater Collection System Supplemental
More informationSanitary Sewer Overflows Leave Telltale Signs in Depth-Velocity Scattergraphs
Sanitary Sewer Overflows Leave Telltale Signs in Depth-Velocity Scattergraphs Patrick L. Stevens and Heather M. Sands ADS Environmental Services, Inc., Indianapolis, Indiana Sanitary sewer overflows (SSOs)
More informationUsing Hydraflow Storm Sewers Extension with AutoCAD Civil 3D 2008: A Recommended Workflow
AutoCAD Civil 3D 2008 Using Hydraflow Storm Sewers Extension with AutoCAD Civil 3D 2008: A Recommended Workflow The ability to perform storm water hydrology and hydraulic (H&H) tasks is crucial to civil
More informationSewer System Master Plan FINAL
Sewer System Master Plan February 2006 City of Waterford Sewer System Master Plan Final Report Prepared by: Water and Environment February 17, 2006 Table of Contents Chapter 1 Introduction...1-1 1.1 Background
More informationAPPENDIX M-2 SANITARY SEWER TECHNICAL MEMORANDUM. Stadium Reconstruction EIR
APPENDIX M-2 SANITARY SEWER TECHNICAL MEMORANDUM Stadium Reconstruction EIR Appendices \ AECOM Technical Services, Inc 401 West A Street Suite 1200 San Diego, CA 92101 www.aecom.com 619-610-7600 tel 619-610-7601
More informationMARYLAND AVENUE BACKUPS DURING AUGUST 31, 2014 STORM EVENT COMMUNITY OUTREACH
MARYLAND AVENUE BACKUPS DURING AUGUST 31, 2014 STORM EVENT COMMUNITY OUTREACH MARYLAND AVENUE BACKUPS COMMUNITY OUTREACH MEETING AGENDA Introductions History of PWSA Actions August 31 Storm Impacts Short
More informationATTACHMENT 3: SPECIFICATION FOR SEWER CLEANING
ATTACHMENT 3: SPECIFICATION FOR SEWER CLEANING 1.0 General 1.1 The work covered by this section consists of providing all labor, equipment, material and supplies, insurance, accessories, tools, transportation,
More informationANALYSIS OF RAINFALL AND ITS INFLOW INTO MOBILE, ALABAMA S, ESLAVA SEWER SHED SYSTEM
ANALYSIS OF RAINFALL AND ITS INFLOW INTO MOBILE, ALABAMA S, ESLAVA SEWER SHED SYSTEM Jerrod Frederking, Department of Earth Sciences, University of South Alabama, Mobile, AL 36688. E-mail: twisterj@gmail.com.
More informationUnderstanding Raster Data
Introduction The following document is intended to provide a basic understanding of raster data. Raster data layers (commonly referred to as grids) are the essential data layers used in all tools developed
More informationThe Dynamic Master Planning Process Integrated and continuous updating and planning of sewer systems.
The Dynamic Master Planning Process Integrated and continuous updating and planning of sewer systems. K.Fair 1, B.F Loubser 1, H.E.Jacobs 2 *, J van der Merwe 1 1 GLS (Pty) Ltd, 11 Electron Street, Technopark,
More informationUniversity of Arizona THE CAMPUS SPATIAL DATA INITIATIVE
University of Arizona THE CAMPUS SPATIAL DATA INITIATIVE Presentation Review 1. Background on Campus Mapping and Spatial Data 2. The Campus Spatial Data Users Research / Teaching / Outreach Administration
More informationDeSoto County is not a water service provider and does not operate any
Water and Sewer DeSoto County is not a water service provider and does not operate any water delivery systems. There are 14 certificated, non-municipal water associations operating in the county that are
More informationCITY OF HIGHLAND PARK, ILLINOIS Stormwater Management Fact Sheet
CITY OF HIGHLAND PARK, ILLINOIS Stormwater Management Fact Sheet WHAT IS STORMWATER MANAGEMENT? Stormwater management is the method for channeling rainfall through pipes and sewers away from property to
More information06 - NATIONAL PLUVIAL FLOOD MAPPING FOR ALL IRELAND THE MODELLING APPROACH
06 - NATIONAL PLUVIAL FLOOD MAPPING FOR ALL IRELAND THE MODELLING APPROACH Richard Kellagher 1, Mike Panzeri 1, Julien L Homme 1, Yannick Cesses 1, Ben Gouldby 1 John Martin 2, Oliver Nicholson 2, Mark
More informationSANITARY SEWER MASTER PLAN
SANITARY SEWER MASTER PLAN PREPARED FOR: VILLAGE OF GALENA, OHIO PREPARED BY: POGGEMEYER DESIGN GROUP, INC. 1168 NORTH MAIN STREET BOWLING GREEN, OHIO 43402 JOB NO. 3550-030 MARCH, 2006 TABLE OF CONTENTS
More informationCALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD CENTRAL VALLEY REGION MONITORING AND REPORTING PROGRAM NO. R5-2002-0042 NPDES NO.
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD CENTRAL VALLEY REGION MONITORING AND REPORTING PROGRAM NO. R5-2002-0042 NPDES NO. CA0084816 FOR The Discharger shall not implement any changes to this Program
More informationQuality Assurance Reviews of Hydraulic Models Developed for the Central Valley Floodplain Evaluation and Delineation Program
Quality Assurance Reviews of Hydraulic Models Developed for the Central Valley Floodplain Evaluation and Delineation Program Techniques Applied and Lessons Learned Seth Ahrens, P.E., CFM Selena Forman,
More informationHydrologic Modeling using HEC-HMS
Hydrologic Modeling using HEC-HMS Prepared by Venkatesh Merwade School of Civil Engineering, Purdue University vmerwade@purdue.edu April 2012 Introduction The intent of this exercise is to introduce you
More informationGIS Applications for Regulatory Compliance
4 GIS Applications for Regulatory Compliance Uzair (Sam) M. Shamsi Many cities in the world especially in the United States and Canada are dealing with regulatory enforcement actions for sewer overflows,
More informationUsing the Spatial Database Engine to develop a FEMA friendly Database and Asset Management Tool José Maria Guzmán, PE February 2009 GAFM 4th Annual Technical Conference Columbus, GA Outline Typical Datasets
More informationPUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE
REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Storm Sewer Design Criteria REVISED July 2009 PUBLIC WORKS STORM SEWER DESIGN CRITERIA TABLE OF CONTENTS 1.0
More informationWatershed Modeling System
Watershed Modeling System WMS v8.0 MARICOPA COUNTY TUTORIALS TABLE OF CONTENTS 1 MARICOPA COUNTY: NFF AND HEC-1... 1-1 1.1 OBJECTIVES... 1-1 1.2 DELINEATING THE WATERSHED... 1-1 1.3 BUILDING THE NFF SIMULATION...
More informationFigure 1.1 The Sandveld area and the Verlorenvlei Catchment - 2 -
Figure 1.1 The Sandveld area and the Verlorenvlei Catchment - 2 - Figure 1.2 Homogenous farming areas in the Verlorenvlei catchment - 3 - - 18 - CHAPTER 3: METHODS 3.1. STUDY AREA The study area, namely
More informationEmerging Technologies in Wastewater Collection Systems
Keville Enterprises Emerging Technologies in Wastewater Collection Systems Douglas McCutchen, CCM Brian Karmasin, P.E., BCEE CMAA Annual Conference Oct 2008 San Francisco, California Today s s Presentation
More informationTown of Essex NE Lagoon. Service Area. Essex Plant. Service Area. Pumping Station No. 4. Wastewater Pumped To NE Lagoons (Treatment Plant No.
Town of Essex Basement Flooding Study Town of Essex NE Lagoon Service Area Pumping Station No. 4 Essex Plant Service Area Wastewater Pumped To NE Lagoons (Treatment Plant No. 2) Essex Treatment Plant (Treatment
More informationCOMBINED SEWER OVERFLOW OPERATIONAL AND MAINTENANCE PLAN SUMMARY
COMBINED SEWER OVERFLOW OPERATIONAL AND MAINTENANCE PLAN SUMMARY Revised: April 2014 Village of Wilmette, Illinois NPDES CSO Permit No. ILM580012 Chapter 1 Introduction This Operational and Maintenance
More informationELIMINATE STORM WATER FROM ENTERING SANITARY SEWER SYSTEMS
(408) 761 5882 http://www.sewerlock.net ELIMINATE STORM WATER FROM ENTERING SANITARY SEWER SYSTEMS 1. `The United States and various State Environmental Protection Agency regulations require elimination
More informationFlood Mitigation Strategy for the Milwaukee 30 th Street Corridor Redevelopment Program
Flood Mitigation Strategy for the Milwaukee 30 th Street Corridor Redevelopment Program Eric Loucks, P.E., D.WRE Kumar Gali, P.E. June 4, 2015 Outline MMSD Service Area Problem and Challenges Solution
More informationUPDATED FUNCTIONAL SERVICING and STORMWATER MANAGEMENT REPORT
TRAFALGAR ENGINEERING LTD. #1-481 Morden Road Oakville Ontario L6K 3W6 UPDATED FUNCTIONAL SERVICING and STORMWATER MANAGEMENT REPORT Fernbrook Homes (Bronte 15) Limited 3059/3047 Lakeshore Road West TOWN
More informationDIVISION OF WATER QUALITY CONSTRUCTION GRANTS & LOANS SECTION FAST TRACK AUDIT CHECKLIST
DIVISION OF WATER QUALITY CONSTRUCTION GRANTS & LOANS SECTION FAST TRACK AUDIT CHECKLIST CERTIFICATION 1. Did the engineer submit a certificate of completion utilizing the appropriate page of the issued
More informationWauwatosa Lateral Rehabilitation Pilot Project. Prepared for City of Wauwatosa Wauwatosa, WI January 18, 2013
Wauwatosa Lateral Rehabilitation Pilot Project Prepared for City of Wauwatosa Wauwatosa, WI January 18, 2013 Wauwatosa Lateral Rehabilitation Pilot Project Prepared for City of Wauwatosa, Wauwatosa, WI
More informationCLEANING, INSPECTION, AND TESTING OF SEWERS
CLEANING, INSPECTION, AND TESTING OF SEWERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Cleaning, Inspecting, and Testing Sanitary Sewers B. Cleaning, Inspecting, and Testing Storm Sewers C. Cleaning and
More informationURBAN DRAINAGE CRITERIA
URBAN DRAINAGE CRITERIA I. Introduction This division contains guidelines for drainage system design and establishes a policy for recognized and established engineering design of storm drain facilities
More informationThe Development and Implementation of a GIS System for Sunde Land Surveying, LLC.
The Development and Implementation of a GIS System for Sunde Land Surveying, LLC. Ryan R. Bormann 1,2 1 Department of Resource Analysis, Saint Mary s University of Minnesota, Winona, MN 55987. 2 Sunde
More informationCITY OF POWAY REQUEST FOR PROPOSALS (RFP) FOR GEOGRAPHIC INFORMATION SYSTEM (GIS) WATER / WASTEWATER SYSTEM DATA CONVERSION PROJECT ADDENDUM SIX
CITY OF POWAY REQUEST FOR PROPOSALS (RFP) FOR GEOGRAPHIC INFORMATION SYSTEM (GIS) WATER / WASTEWATER SYSTEM DATA CONVERSION PROJECT ADDENDUM SIX In reference to the Request for Proposals for Geographic
More informationFlood Reduction Strategies in the City of Ottawa. Presented by : Eric Tousignant, P.Eng Senior Water Resources Engineer, City of Ottawa
Flood Reduction Strategies in the City of Ottawa Presented by : Eric Tousignant, P.Eng Senior Water Resources Engineer, City of Ottawa Flooding in Ottawa Since amalgamation in 2000, there has been 4 significant
More information1161.01 CONFORMITY WITH PLANS; DRAINAGE.
CHAPTER 1161 Subdivision Requirements 1161.01 Conformity with plans; drainage 1161.07 Easements 1161.02 Trees 1161.08 Streets 1161.03 Subdivision name 1161.09 Blocks 1161.04 Street names 1161.10 Lots 1161.05
More informationCITY OF SALEM DEPARTMENT OF PUBLIC WORKS ADMINISTRATIVE RULES CHAPTER 109 DIVISION 003 SANITARY SEWER COLLECTION SYSTEM
CITY OF SALEM DEPARTMENT OF PUBLIC WORKS ADMINISTRATIVE RULES CHAPTER 109 DIVISION 003 SANITARY SEWER COLLECTION SYSTEM SECTION 3.1 INTRODUCTION... 1 (a) Objectives...1 (b) Applicability...1 (c) Drafting
More informationType of Sewer Systems. Solomon Seyoum
Type of Sewer Systems Solomon Seyoum 0 Learning objectives Upon completion of this lecture, the participants will be able to differentiate between types of sewer systems and discuss different aspects of
More informationGIS Spatial Data Standards
GIS Spatial Data Standards Manatee County, FL GIS Section, Information Services Department TABLE OF CONTENTS I. Introduction 2 A. Purpose 2 B. Reference 2 II. Spatial Reference Information 2 A. Projection:
More informationSystem Optimization: The First Step in CSO Control Alternatives Development
System Optimization: The First Step in CSO Control Alternatives Development Don Walker NEWEA 215 Specialty Conference Series October 26, 215 Outline System Characterization ü Groundwork for system optimization
More informationTexas Commission on Environmental Quality Page 1 Chapter 217 - Design Criteria for Domestic Wastewater Systems
Texas Commission on Environmental Quality Page 1 217.31. Applicability. SUBCHAPTER B: TREATMENT FACILITY DESIGN REQUIREMENTS 217.31-217.39 Effective August 28, 2008 This subchapter details the design values
More informationCITY OF FARMERSVILLE, TEXAS
CITY OF FARMERSVILLE, TEXAS MANUAL FOR THE DESIGN OF WATER AND SANITARY SEWER LINES Subdivision Ordinance #2007-08 Exhibit B February 13, 2007 TABLE OF CONTENTS Description Page No. General... 1 Water
More informationSanitary Sewer Overflow (SSO) Incident Report Form
Submit completed form to EHS. Date of SSO spill: Sanitary Sewer Overflow (SSO) Incident Report Form Identify the SSO category (check one): Category 1 SSO Spills of any volume that reach surface water Category
More informationART Vulnerability and Risk Assessment Report September 2012 Appendix C. ART GIS Exposure Analysis
Adapting to Rising Tides GIS Exposure Analysis The aim of this appendix is to familiarize the reader with the data and methodology that was used to conduct an analysis of shoreline and community asset
More informationCHAPTER 3 STORM DRAINAGE SYSTEMS
CHAPTER 3 STORM DRAINAGE SYSTEMS 3.7 Storm Drains 3.7.1 Introduction After the tentative locations of inlets, drain pipes, and outfalls with tail-waters have been determined and the inlets sized, the next
More informationCHAPTER 11 STORM DRAINAGE
CHAPTER STORM DRAINAGE SECTION PC 0 GENERAL 0. Scope. The provisions of this chapter shall govern the materials, design, construction and installation of storm drainage. Storm water discharge shall be
More informationWHAT IS GIS - AN INRODUCTION
WHAT IS GIS - AN INRODUCTION GIS DEFINITION GIS is an acronym for: Geographic Information Systems Geographic This term is used because GIS tend to deal primarily with geographic or spatial features. Information
More informationInnovative I/I Analysis Leads to Sustainably Program
Innovative I/I Analysis Leads to Sustainably Program Heart of the Valley Metropolitan Sewerage District Kaukauna, Wisconsin Mark Surwillo, HOVMSD District Manager Tammy Kuehlmann, PE, Donohue & Associates
More information2016 BES Summer Student Intern Program
2016 BES Summer Student Intern Program Engineering Services Program Management and Controls Position Description: The BES Program Management and Controls section has an opening for a student intern in
More informationSelection of Drainage Network Using Raster GIS A Case Study
International Journal of Engineering Science Invention ISSN (Online): 2319 6734, ISSN (Print): 2319 6726 Volume 2 Issue 8 ǁ August. 2013 ǁ PP.35-40 Selection of Drainage Network Using Raster GIS A Case
More informationCFD Modeling as a Tool for Clarifier Design
WEF Webcast: Optimizing Clarifier Design and Performance CFD Modeling as a Tool for Clarifier Design Outline of Presentation What is CFD? Typical Applications Activated Sludge Example Projects Benefits
More informationGIS: Geographic Information Systems A short introduction
GIS: Geographic Information Systems A short introduction Outline The Center for Digital Scholarship What is GIS? Data types GIS software and analysis Campus GIS resources Center for Digital Scholarship
More informationConverting GIS Datasets into CAD Format
Ball State University Libraries GIS Research and Map Collection Converting GIS Datasets into CAD Format Author: Angela Gibson, 6/13/2014 Overview: One of the most common requests from students is for GIS
More informationGPS Applications in Agriculture. Gary T. Roberson Agricultural Machinery Systems
GPS Applications in Agriculture Gary T. Roberson Agricultural Machinery Systems What is a Positioning System? A position information system enables the user to determine absolute or relative location of
More informationOmaha Combined Sewer Overflow (CSO) Control Program
Omaha Combined Sewer Overflow (CSO) Control Program Service Disabled Veteran Owned Small Business Outreach, Training, Industry Forum Marty Grate - City of Omaha May 28, 2009 Challenges Facing Omaha Meeting
More informationCompiled from ESRI s Web site: http://www.esri.com. 1. What Is a GIS?
Compiled from ESRI s Web site: http://www.esri.com 1. What Is a GIS? A geographic information system (GIS) is a computer-based tool for mapping and analysing things that exist and events that happen on
More informationGunnison County Web Map
Gunnison County Web Map Find Data - Find data - Navigate tools - Mouse over tooltip Make Maps - Layers - Legend - Drawing tools - Printing Analysis - Measurement - Selecting - Queries Spatial SQL - Basic
More informationCDM. City of Jacksonville Master Stormwater Management Plan (MSMP) Update. December 2008 Update. Agenda. 1. Data Collection. 2.
City of Jacksonville Master Stormwater Management Plan (MSMP) Update December 2008 Update CDM Agenda 1. Data Collection 1. GIS/LiDAR 2. Survey 2. Water Quantity 1. SWMM Modeling 2. FEMA 3. Water Quality
More informationCity of London South Street and Wellington Street Storm / Sanitary / Water Servicing Strategy
City of London South Street and Wellington Street Storm / Sanitary / Water Servicing Strategy Prepared by: AECOM 410 250 York Street, Citi Plaza 519 673 0510 tel London, ON, Canada N6A 6K2 519 673 5975
More informationSanitary Sewer Overflow/Facility Bypass Application
Sanitary Sewer Overflow/Facility Bypass Application Reporting Events to the Department of Natural Resources. Water Pollution Control facilities use the Sanitary Sewer Overflow/Bypass application to report
More informationModelling Impact of Extreme Rainfall on Sanitary Sewer System by Predicting Rainfall Derived Infiltration/Inflow
20th International Congress on Modelling and Simulation, Adelaide, Australia, 1 6 December 2013 www.mssanz.org.au/modsim2013 Modelling Impact of Extreme Rainfall on Sanitary Sewer System by Predicting
More informationChapter 9 Sanitary Sewers
Chapter 9 Sanitary Sewers S:/Engineering/Design Standards/Chapter 9 12/29/2014 Section 9.1 Topic General Requirements Chapter 9 Sanitary Sewers Page 9-1 9.2 Plan Submittals 9-1 9.3 Determination of Flow
More informationROSE CREEK WATERSHED HYDROLOGIC, HYDRAULIC, SEDIMENT TRANSPORT, AND GEOMORPHIC ANALYSES TASK 1 EXISTING DATA AND INFORMATION SUMMARY REPORT BACKGROUND
ROSE CREEK WATERSHED HYDROLOGIC, HYDRAULIC, SEDIMENT TRANSPORT, AND GEOMORPHIC ANALYSES TASK 1 EXISTING DATA AND INFORMATION SUMMARY REPORT BACKGROUND The Rose Creek Watershed (RCW) consists of three planning
More informationExecutive Summary Consent Decree
OVERFLOW ABATEMENT PROGRAM Executive Summary Consent Decree The sewer system in Nashville dates back to the late 1800s and originally consisted of a combined sewer system, later transitioning to separate
More informationChapter 7: Sanitary Sewer Plan. Introduction. Metropolitan Council Coordination
Chapter 7: Sanitary Sewer Plan Introduction The 2030 Sanitary Sewer Plan was prepared for two primary reasons. The first purpose is to provide recommendations and guidance to the City of Lino Lakes by
More informationREGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL
REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Functional Servicing and Storm Water Management Report PUBLIC WORKS TABLE OF CONTENTS 1. INTRODUCTION...1 2.
More informationModelling of Urban Flooding in Dhaka City
Modelling of Urban Flooding in Dhaka City Chusit Apirumanekul*, Ole Mark* *Water Engineering & Management, Asian Inst. of Technology, PO Box 4, Klong Luang, Pathumthani 12120, Thailand Abstract Flooding
More informationTravel Time. Computation of travel time and time of concentration. Factors affecting time of concentration. Surface roughness
3 Chapter 3 of Concentration and Travel Time Time of Concentration and Travel Time Travel time ( T t ) is the time it takes water to travel from one location to another in a watershed. T t is a component
More informationSECTION 3 SANITARY SEWER DESIGN
SECTION 3 SANITARY SEWER DESIGN 3.1 GENERAL DESIGN CRITERIA 3.1.1 Requirement for Sanitary Sewer 3.1.2 Design Approval 3.1.3 IEPA Permit Required 3.1.4 Differentiation Between Public and Private Sanitary
More informationWorking with Data from External Sources
Working with Data from External Sources Bentley WaterCAD V8i supports several methods of exchanging data with external applications, preventing duplication of effort and allowing you to save time by reusing
More informationIntroduction to ArcView 3.2a
Introduction to ArcView 3.2a Training Center U.S. Geological Survey Center for Earth Resources Observation and Science (EROS) Sioux Falls, South Dakota, USA Introduction to ArcView 3.2a Introduction to
More informationStorm Drainage Design and Technical Criteria Manual. City of Brookings, SD
Storm Drainage Design and Technical Criteria Manual City of Brookings, SD May, 2006 City of Brookings Storm Drainage Manual Ecological Resource Consultants, Inc. Storm Drainage Design and Technical Criteria
More informationGEOGRAPHIC INFORMATION SYSTEMS Lecture 20: Adding and Creating Data
Adding Existing Data Into ArcGIS - there are many different ways to get data into ArcGIS GEOGRAPHIC INFORMATION SYSTEMS Lecture 20: Adding and Creating Data Add Data - normally we use the Add Data button
More informationGuidelines for Performing Infiltration/Inflow Analyses And Sewer System Evaluation Survey
COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 Guidelines for Performing Infiltration/Inflow
More informationAvailable in Base or Survey Standard or Survey Professional series with different modules add-ons to suit your technical requirement and budget.
World First Leading the Surveying and Civil Engineering software application, civilcad 6 is the world first application of its kind to run in the Plug and Go concept. Delivered pre-installed on a customised
More informationInteractive comment on A simple 2-D inundation model for incorporating flood damage in urban drainage planning by A. Pathirana et al.
Hydrol. Earth Syst. Sci. Discuss., 5, C2756 C2764, 2010 www.hydrol-earth-syst-sci-discuss.net/5/c2756/2010/ Author(s) 2010. This work is distributed under the Creative Commons Attribute 3.0 License. Hydrology
More informationSANITARY SEWER OVERFLOW EVALUATION REPORT
SANITARY SEWER OVERFLOW EVALUATION REPORT MAY 2012 SEPT 2013 Draft for Review: November 13, 2013 Prepared by: James C. Hailey & Company City of Gallatin, Sumner County, TN Sanitary Sewer Collection Evaluation
More informationRaster Data Structures
Raster Data Structures Tessellation of Geographical Space Geographical space can be tessellated into sets of connected discrete units, which completely cover a flat surface. The units can be in any reasonable
More information