Sanitary Sewer & Pumping Station Manual
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
A Model-Based Assessment of Infiltration and Inflow in the Scope of Controlling Separate Sanitary Overflows at Pumping Stations Olivier Raynaud, C
A model-based assessment of infiltration and inflow in the scope of controlling separate sanitary overflows at pumping stations Olivier Raynaud, C. Joannis, Franck Schoefs, F. Billard To cite this version: Olivier Raynaud, C. Joannis, Franck Schoefs, F. Billard. A model-based assessment of infiltration and inflow in the scope of controlling separate sanitary overflows at pumping stations. 11thInter- national Conference on Urban Drainage (ICUD 08), 2008, Edinburgh (Sotland), United Kingdom. hal-01007760 HAL Id: hal-01007760 https://hal.archives-ouvertes.fr/hal-01007760 Submitted on 18 Nov 2017 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. A model-based assessment of infiltration and inflow in the scope of controlling separate sanitary overflows at pumping stations O. Raynaud1, C. Joannis1, F. Schoefs2, F. Billard3 1Laboratoire Central des Ponts et Chaussées, Route de Bouaye, B.P 4129, 44 341 Bouguenais Cedex, France 2Institut de Recherche en Génie Civil et Mécanique (Gém), Nantes, France 3Nantes Métropole, Direction de l’assainissement, Nantes, France ABSTRACT Infiltration & Inflow (I&I) are a major cause for separate sanitary sewers overflows (SSOs). A proper planning of actions for controlling SSOs needs a precise quantification of these events, as well as an identification of the respective contributions of infiltration into sewer and inappropriate connection of runoff water to sanitary sewers. -
Sydney Water's Innovative Approach for Optimising Chemical Dosing Into
ISBN number for Chemeca2019 is 978-1-925627-33-6 Paper no. 23 Chemeca 2019 29 September – 2 October 2019, Sydney, Australia Sydney Water’s innovative approach for optimising chemical dosing into sewer networks Michael Kacprzak 1, Lalitha Parthasarathy1, Rebecca Lockett 1, Luke Walsh 1, Tiffany Chen 1, Gino Iori 1 1. Sydney Water – 20 William Holmes St, Potts Hill 2143 NSW, Australia [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] ABSTRACT For over 130 years, Sydney Water has provided reliable water and wastewater services that are central to liveability. In keeping with Sydney Water’s Lifestream strategy to remain a leading utility, it is essential to pioneer processes to optimise asset performance and improve operational efficiency. A culture of innovation enables Sydney Water to continue to change, adapt and embrace new technologies to stay at the forefront and deliver the best possible outcomes. Hydrogen sulphide (H2S) gas generated in wastewater networks presents a complex management issue worldwide. Corrosion of concrete and metallic sewer assets result in expensive rehabilitation cost, while customer odour complaints and worker health and safety are also major issues. Our aim is to reduce concrete corrosion by minimising the generation and release of H2S with smarter network operation and design. Liquid phase chemical dosing in the wastewater network is integral in achieving this. Sydney Water currently operates more than 65 chemical dosing units (CDU) that dose either ferrous chloride, magnesium hydroxide or calcium nitrate. -
Stormwater Design Standards
1 2 CITY OF CHARLESTON 3 4 STORMWATER DESIGN STANDARDS 5 MANUAL 6 7 8 JANUARY 2020 9 10 11 12 Prepared for: 13 14 CITY OF CHARLESTON 15 DEPARTMENT OF STORMWATER MANAGEMENT 16 2 GEORGE STREET 17 CHARLESTON, SOUTH CAROLINA 29401 18 19 20 Prepared by: 21 22 AECOM 23 4016 SALT POINTE PARKWAY 24 NORTH CHARLESTON, SOUTH CAROLINA 29405 25 26 Project No. 60552163 27 28 City of Charleston Stormwater Design Standards Manual Signature Page 29 City of Charleston Signature Page 30 I hereby certify that I have examined this Stormwater Design Standards Manual and, being 31 familiar with the South Carolina Department of Health and Environmental Control National 32 Pollutant Discharge Elimination System General Permit for Stormwater Discharges from 33 Regulated Small Municipal Separate Storm Sewer Systems (MS4) and the City of Charleston 34 Department of Stormwater Management, attest that this Manual has been prepared in 35 accordance with the applicable MS4 permit requirements. My signature below constitutes 36 authorization for the commitment of resources necessary for implementation of the Manual. 37 38 39 40 41 42 43 Director, Department of Stormwater Management Date 44 January 2020 i City of Charleston Stormwater Design Standards Manual Contacts 45 Contacts Phone Number Address 2 George Street (843) 724-3754 General Stormwater Questions Suite 2100 Fax: (843) 973-7261 Charleston, SC 29401 2 George Street Stormwater Technical/Design (843) 724-3754 Suite 2100 Questions Fax: (843) 973-7261 Charleston, SC 29401 2 George Street Stormwater Permitting (843) -
Packaged Pump Stations Xylem’S Market Leading Products Will Save You Time and Money
Flygt N-technology parts and upgrade kits CLOG-FREE PUMPING. MINIMIZED ENERGY COSTS. • Self-cleaning impeller • Cutting groove provides seal protection • Well-balanced and modular design • High energy efficiency • Resistant materials • Adaptive N-hydraulics • Upgrade kits • Tight tolerances Packaged Pump Stations Xylem’s market leading products will save you time and money Service centres Australia New Zealand Adelaide: Karratha: Leewood: Auckland (head office): 22 Starr Avenue, Lot 4605 Croydon Road, 48 Leewood Drive, Orange 9 Tawa Drive, Albany, North Plympton, SA 5037 Karratha Industrial Estate, NSW 2800 Auckland 0632 Ph +61 8 8350 7100 Karratha WA 6714 Ph +61 2 9832 6730 Ph +64 9 415 8687 Fax +61 8 8350 7111 Ph +61 8 9183 8246 Fax +61 2 9832 6731 Fax +64 9 415 8679 Fax +61 8 9183 8248 Brisbane: Perth: Christchurch: Unit 1/39-45 Aquarium Ave Mackay: 76 Tarlton Crescent, Unit 6, 4 O’Briens Rd, Hemmant QLD 4174 7 Merchant Street, Paget, Perth Airport, WA 6105 Sockburn, Christchurch 8042 PO Box 2331 Mackay QLD 4740 Ph +61 8 9475 1900 Ph +64 3 348 4612 Mansfield QLD 4122 Ph +61 7 4842 9200 Fax +61 8 9475 1999 Fax +64 3 348 4629 Ph +61 7 3908 4000 Fax +61 7 4842 9299 Fax +61 7 3908 4199 Sydney (head office): Wellington: Melbourne: Unit 2, 2 Capicure Drive, c/9 Tawa Drive, Albany North Darwin: Unit 3, 1 Federation Way, Eastern Creek NSW 2766 Harbour, Auckland 29 McCourt Road, Chifley Business Park, Ph +61 2 9832 6200 Ph +64 021 746 441 Yarrawonga, NT 0830 Mentone VIC 3194 Fax +61 2 9832 6480 Fax +64 802 4432 Ph +61 8 8947 8300 Ph +61 3 8551 -
Keep Water out of the Sewer System Keep Water out of the Sewer System
Keep Water Out of the Sewer System Keep Water Out of the Sewer System The sanitary sewer system that is How to Disconnect Your Downspout Disconnect Your Sump Pump connected to your home or business is Typically, a sump pump is an appliance in 4. Re-route your sump pump discharge designed to carry wastewater that goes STEP 1: your basement that pumps groundwater line away from your foundation onto down drains inside your house or Measure approximately 9 inches from out from around your home's foundation. the yard, into a garden, or better yet, business to a Water Protection Facility. where the downspout enters the sewer Some sump pumps can also be used to a rain garden on your property. Sometimes, though, stormwater gets connection. Cut the downspout with a drain washing machines and/or sink into the sanitary sewer system which hacksaw. If your sump pump is directly wired drains in the basement. These types of causes the sewer system to fill up rather than using a plug and an outlet, STEP 2: sump pumps should be connected to the with too much water and may cause please contact a licensed and bonded residential sanitary sewer system and are basement back-ups. You can help by Cap the sewer standpipe. This prevents electrician to disconnect your sump not the focus of this flyer. reducing water that doesn’t belong in water from going in. In most cases, you pump. If your sump pump is directly the sanitary sewer system. should be able to use a simple rubber cap However, sump pumps used to pump connected to a sanitary sewer pipe, secured by a hose clamp. -
Optimizing Operation, Maintenance, and Rehabilitation of Sanitary Sewer Collection Systems
OPTIMIZING OPERATION, MAINTENANCE, AND REHABILITATION OF SANITARY SEWER COLLECTION SYSTEMS December 2003 Prepared by the NEW ENGLAND INTERSTATE WATER POLLUTION CONTROL COMMISSION Boott Mills South ■ 100 Foot of John Street ■ Lowell, MA 01852-1124 Tel: (978)323-7929 ■ Fax: (978) 323-7919 ■ [email protected] ■ www.neiwpcc.org Ronald F. Poltak, Executive Director Compact Member States Connecticut New York Maine Rhode Island Massachusetts Vermont New Hampshire For additional copies, contact NEIWPCC at the address above. This document is also available for download at www.neiwpcc.org. Printed on recycled paper ACKNOWLEDGEMENTS his manual was developed by the New England Interstate Water Pollution Control Commission (NEIWPCC). NEIWPCC is a not-for-profit interstate agency, established by T an Act of Congress in 1947, which serves its member states (Connecticut, Maine, Massachusetts, New Hampshire, New York, Rhode Island, and Vermont) by providing coordination, public education, research, training, and leadership in water management and protection. This manual was made possible by a grant from the U.S. Environmental Protection Agency (EPA). Charles Vanderlyn served as the EPA Project Officer for EPA Grant No. CP83052701. The contents do not necessarily reflect the views and policies of EPA or NEIWPCC’s member states, nor does the mention of trade names or commercial products or processes constitute endorsement or recommendation for use. This manual was compiled and written under the direction of an advisory committee consisting of representatives of NEIWPCC member state environmental agencies, EPA, and wastewater consultants. Advisory Committee: William Hogan, CT DEP Don Albert, ME DEP Steven Lipman, MA DEP George Neill, NH DES Brandon Chew, NYS DEC Bill Patenaude, RI DEM Jim Courchaine, Brown and Caldwell Charles Vanderlyn, EPA NEIWPCC would like to thank the following people who contributed their time in reviewing this manual. -
Graham Park Sewage Pumping Station and Force Main Improvement Project
Graham Park Sewage Pumping Station and Force Main Improvements Project Number: SPS112 Project Summary Project Commencement: Anticipated Start of Construction - Spring 2019 Project Description: Replacement of an existing antiquated Sewage Pumping Station (SPS) and force main (FM), and raise the SPS control building and equipment above the 100-year flood plain elevation. Scope of Work: This project will consist of installing a new submersible SPS with new controls, motors, emergency generator, by-pass connection on FM, and new flow metering equipment. The proposed pump control enclosure will be about 12’ in height and will be approximately 7’ by 13’ in size consisting of a faux-brick façade. The facility will be enclosed with an 8’ high chain-link fence with barbed-wire and locked for security. Additionally, the project will provide emergency backup supply and protect pump station facilities from storm surge flooding. Project benefits: The project will improve service reliability, safety conditions, and provide permanent back-up power. Project impact on residents/customers Noise associated with construction. Construction trucks accessing the SPS. Daily cleanup during construction to remove dust and dirt. Potential impact on traffic: Our standard roadway and traffic matters are outlined below. The Construction Contractor will be required to comply with Department of Environmental Quality (DEQ) Erosion and Sediment Control requirements to ensure all construction traffic does not track dirt on roads. The Service Authority will include in the construction contract a provision for fees to be assessed if the Construction Contractor does not comply with these requirements. Regular project updates to the impact of traffic will be listed on the website Graham Park Project. -
Sewer Overflow Response Plan
DAPHNE UTILITIES SANITARY SEWER OVERFLOW RESPONSE PLAN RECORD OF PLAN REVISIONS REVISION SECTIONS INITIALS REMARKS DATE REVISED 12/15/18 All Draft Plan Created 03/15/19 All Original Plan Published Table of Contents I. Purpose ..................................................................................................................................... 1 II. General ....................................................................................................................................... 1 III. Objectives .................................................................................................................................. 1 IV. System Information .................................................................................................................... 1 V. SSO and Surface Water Assessment .......................................................................................... 2 VI. Sanitary Sewer Overflow Response Procedures ........................................................................ 2 A. Notification of Possible SSO ........................................................................................ 3 B. Dispatch of Appropriate Crews to Site of Sewer Overflow.......................................... 3 C. Overflow Correction, Containment, and Clean Up ...................................................... 4 1. Responsibilities of Response Crew upon Arrival............................................... 4 2. Initial Measures for Containment...................................................................... -
Pump Station Design Guidelines – Second Edition
Pump Station Design Guidelines – Second Edition Jensen Engineered Systems 825 Steneri Way Sparks, NV 89431 For design assistance call (855)468-5600 ©2012 Jensen Precast JensenEngineeredSystems.com TABLE OF CONTENTS INTRODUCTION ............................................................................................................................................................. 3 PURPOSE OF THIS GUIDE ........................................................................................................................................... 3 OVERVIEW OF A TYPICAL JES SUBMERSIBLE LIFT STATION ....................................................................................... 3 DESIGN PROCESS ....................................................................................................................................................... 3 BASIC PUMP SELECTION ............................................................................................................................................... 5 THE SYSTEM CURVE ................................................................................................................................................... 5 STATIC LOSSES....................................................................................................................................................... 5 FRICTION LOSSES .................................................................................................................................................. 6 TOTAL DYNAMIC HEAD ........................................................................................................................................ -
Sewer Backups
FAQ: Sewer Backups Sewer backups are common but unfortunate problems that occur across the country, including Homewood. Although the Village of Homewood, Department of Public Works, makes every effort to prevent such incidents, backups can still occur. In the event you experience a sewer backup that you believe is coming from the Village’s main sewer line, please call 708-206-3470 or 911 immediately for assistance. The following information is provided to help answer possible questions and provide you with the steps to take if such a problem occurs on your property. Question: What causes a sewer backup? Answer: Clogs or blockages in a sewer line can be caused by materials settling in the pipe, and in turn partially or completely block the sewer pipe. Such blockages can occur either in the Village’s main sewer line or in the private sewer service line, which the property owner owns and maintains. The private line, also known as the lateral line, connects your home or building to the public sewer system. Wastewater from your sinks, showers, toilets, dishwashers, and washing machines flows through the lateral line to the public sewer system. Lateral lines can be blocked or obstructed by items flushed down the toilet or washed down the drain, as well as tree roots, grease and other obstructions. Other causes of sewer backups may include pipe breaks or cracks, tree roots, sewer system deterioration or construction mishaps. When it comes to tree roots, help us help you by making sure not to plant new trees or shrubs over or near your home’s sewer. -
Sanitary Sewer Overflow Corrective Action Plan/Engineering Report
FAYETTEVILLE PUBLIC UTILITIES WATER AND SEWER DEPARTMENT SANITARY SEWER OVERFLOW CORRECTIVE ACTION PLAN ENGINEERING REPORT 408 College Street, West Fayetteville, TN 37334 (931)433-1522 CONSOLIDATED TECHNOLOGIES, INC. Engineers in Water and Earth Sciences Nashville, Tennessee TABLE OF CONTENTS Page 1 INTRODUCTION 1.1 Background and Purpose Scope 2 EXISTING SEWER SYSTEM 2.1 Gravity Sewers 2.2 Pumping Stations 2.2 Wastewater Treatment Plant 2.3 3 EXISTING WASTEWATER TREATMENT PLANT 3.1 Plant Design Data 3.2 Influent Pump Station 3.2 Headworks 3.2 Aeration Basins 3.3 Secondary Clarifiers 3.3 Return Sludge Pump Station 3.3 Disinfection Facilities 3.4 Sludge Digestion and Holding Facilities 3.4 Sludge Disposal Site 3.4 Drying Beds 3.5 Staff 3.5 Operating Review 3.5 4 PREVIOUS SEWER SYSTEM OVERFLOWS (SSO’s) 4.1 Existing Problems 4.2 5 EXISTING AND FUTURE SEWER FLOWS 5.1 Flow Measurement Data 5.2 Projection of Future Flows 5.4 6 PLAN FOR I/I REDUCTION AND ELIMINATION OF SSO’s 6.1 New Construction Sewer System Rehabilitation 7 RECOMMENDED CAPITAL IMPROVEMENTS 7.1 Projects Currently Under Design/Construction 7.2 Projects Planned for Construction 7.3 Project Schedule 7.6 Project Maps LIST OF TABLES 2.1 Pump Station Information 2.3 3.1 Discharge Monitoring Reports Summary 3.5 4.1 Overflows/Bypasses 4.2 5.1 Flow Monitoring Sites 5.2 TABLE OF CONTENTS (Continued) LIST OF TABLES (Continued) Page 5.2 Historical Sewer and Water Customers 5.4 5.3 Future Flow Projections 5.5 7.1 Project Schedule 7.6 Follows Page LIST OF FIGURES 2.1 General Map 2.2 3.1 Site -
Construction of Submersible Sewage Pumping Stations
STS402 Hunter Water Corporation A.B.N. 46 228 513 446 Standard Technical Specification for: CONSTRUCTION OF SUBMERSIBLE SEWAGE PUMPING STATIONS This Standard Technical Specification was developed by Hunter Water to be used for the construction and/or maintenance of water and/or sewerage works that are, or are to become, the property of Hunter Water. It is intended that this Standard Technical Specification be used in conjunction with various other standard and project specific drawings and design requirements as defined by Hunter Water for each particular project. Hunter Water does not consider this Standard Technical Specification suitable for use for any other purpose or in any other manner. Use of this Standard Technical Specification for any other purpose or in any other manner is wholly at the user's risk. Hunter Water makes no representations or warranty that this Standard Technical Specification has been prepared with reasonable care and does not assume a duty of care to any person using this document for any purpose other than stated. In the case of this document having been downloaded from Hunter Water's website; - Hunter Water has no responsibility to inform you of any matter relating to the accuracy of this Standard Technical Specification which is known to Hunter Water at the time of downloading or subsequently comes to the attention of Hunter Water. - This document is current at the date of downloading. Hunter Water may update this document at any time. Copyright in this document belongs to Hunter Water Corporation. Hunter Water Corporation A.B.N. 46 228 513 446 CONTENTS 1.