The Environment One Grinder Pump Is a UL-Listed
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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 -
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...................................................................... -
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. -
Sanitary Sewer & Pumping Station Manual
SANITARY SEWER AND PUMPING STATION MANUAL FOR SPRINGFIELD WATER AND SEWER COMMISSION Last Revised: _July 20, 2017______________ Page 1 TABLE OF CONTENTS Title Section Number General 1 Drawing Requirements 2 Construction Procedures 3 Flow Determination 4 Computer Modeling 5 Sanitary Sewers 6 Pump Stations 7 Appendices A – Checklist B – Construction Specifications C – Standard Drawings Page 2 SECTION 1 – GENERAL 1.1 General................................................................ 4 1.2 Purpose................................................................ 4 1.3 Structure of the Manual................................................ 4 1.4 Definitions............................................................ 4 1.5 References............................................................. 9 Page 3 1.1 General The Sanitary Sewer and Pumping Station Manual is for the design and construction of infrastructure. The specific subjects of these manuals are: • Procedures Manual for Infrastructure Development • Sanitary Sewer and Pumping Station • Structures • Geotechnical • Construction Inspection 1.2 Purpose The purpose of this manual is to provide information regarding design and construction requirements for sanitary sewers, pumping stations, and force mains in Springfield, Kentucky. The goal is to provide uniform design and construction standards. The end result will be public infrastructure that is cost effective and maintainable by the Springfield Water and Sewer Commission (SWSC)in the long term. 1.3 Structure of the Manual The manual -
Low Pressure Sewer a Proven Technology
Low Pressure Sewer Solutions to Wet Weather Problems Michigan Water Environment Association WWAdCon 2014 Keith J McHale, P.E. Environment One Corporation Principles of Low Pressure Sewer ◦ What is a Low Pressure Sewer System ◦ Advantages of Low Pressure Sewer LPS Solutions to Wet Weather Problems ◦ Infiltration and Inflow (I&I) ◦ Basement flooding solution Agenda Wastewater collection systems that use individual residential pumps to convey the flow to a central treatment system, lift station, gravity sewer, or force main System consists of: ◦ Grinder pumps ◦ Small diameter pressure pipe Sewer main follows the natural contour of the land What is a LPS System First used in the early 1970’s Provides daily service to millions of users worldwide Demonstrated performance, high reliability, and low operating and maintenance costs Low Pressure Sewer A Proven Technology Gained popularity due to the ability to provide central sewer service to areas with gravity sewer could not be installed or the cost to do so was cost prohibitive ◦ High ground water ◦ Lake communities ◦ Rural areas ◦ Flat terrain ◦ Undulating terrain ◦ Rocky ground conditions Early Development Experience and demonstrated advantages have expanded the use of low pressure sewer Competitive alternative to convention gravity sewer ◦ Flexibility ◦ Lower capital cost ◦ Construction phasing ◦ Increased construction schedule ◦ Lower environment impact and social costs Wider Acceptance The System • Grinder pump unit is located in the yard or basement of each home The System • -
Analysis of Concrete Corrosion of Manhole Located Near Source of Odorous Emission
ARCHITECTURE CIVIL ENGINEERING E NVIRONMENT The Silesian University of Technology No. 4/2018 doi : 10.21307/ACEE-2018-057 ANALYSIS OF CONCRETE CORROSION OF MANHOLE LOCATED NEAR SOURCE OF ODOROUS EMISSION Bożena GIL a, Barbara SŁOMKA-SŁUPIK b*, Katarzyna KOWALSKA c, Karol JASIŃSKI d a PhD; Faculty of Environmental Engineering and Energy, Silesian University of Technology, Konarskiego 18, 44-100 Gliwice, Poland b PhD; Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5, 44-100 Gliwice, Poland *E-mail address: [email protected] c PhD; Faculty of Environmental Engineering and Energy, Silesian University of Technology, Konarskiego 18, 44-100 Gliwice, Poland d MSc; Faculty of Environmental Engineering and Energy, Silesian University of Technology, Konarskiego 18, 44-100 Gliwice, Poland Received: 13.02.2018; Revised: 27.04.2018; Accepted: 22.05.2018 Abstract The problem of corrosion of sanitary sewer concrete concerns the elements located just behind the expansion well. Evolving odorogenic substances and bioaerosols spread in the sewage system, cause in adverse conditions both chemical and biolog - ical corrosion of concrete. The paper presents the results of tests of samples taken from the top concrete circle and from a corroded cast iron hatch of 7 years old manhole located below the expansion well. Well elements were subjected to a strong interaction of hydrogen sulphide, which average concentration in the sewage air, during an exemplary 84 hours was 29 ppm. Concrete was gelatinous fine with noticeable outer pellicular layer of 1 mm thick and the inner layer containing aggregates (grain < 1 cm). Sulfur oxidizing, sulfates reducing, Fe 2+ oxidizing bacteria, aerobic heterotrophs, anaerobic heterotrophs, nitrifiers and denitrifiers were determined. -
New Business Item 1
NEW BUSINESS ITEM 1 St. Mary’s County Metropolitan Commission 23121 Camden Way, California, MD 20619 Serving our customers since 1964 www.metcom.org Phone: 301-737-7400 Potable Water Distribution - Wastewater Collection / Treatment FAX: 301-737-7459 MEMORANDUM DATE: January 14, 2021 TO: Metropolitan Commission Board Members FROM: Patty Stiegman, Chief Financial Officer R. Christopher Beaver, Legal Counsel VIA: George A. Erichsen, P.E. Executive Director RE: Bond Resolution 2021-01: Maryland Water Quality Financing Administration (MWQFA) Loans - Resolution authorizing the issuance and sale of general obligation installment bonds for the St. Clements Shores Water System, Phase 2 Project Historical / Background Information. MWQFA loans are borrowed at the time of award. Construction contracts are conditionally awarded, contingent upon approval of the loan(s) by the Maryland Department of the Environment and the Maryland Board of Public Works. Typically, the loan periods for water and sewer projects can be 20 years or 30 years. Portions of projects, such as design and land acquisition, are often forward funded prior to loan closings. The authority to borrow monies for the completion of capital projects is accomplished through Resolutions by both the Metropolitan Commission (MetCom) and the Commissioners of St. Mary’s County (CSMC). This project was included in prior approved Capital Improvement Budget submissions and the combined debt capacity calculations, as prepared by the County and presented to the CSMC. Project Information. This project is the final planned phase of the project that will replace the St. Clements Shores Water System, which was originally built in the 1950s as a stand-alone water system. -
Global Wastewater Challenges - Pt
GLOBAL WASTEWATER CHALLENGES - PT. 3 Global Wastewater Challenges Place wastewater treatment station, which means only pre- Pressure on Aging Infrastructure screened sewage has to be pumped? Pumps & Systems January 2016 Part 3 of 6 Shifting trends in water use and a changing sewage composition cause complex problems for the world’s sewer systems. Figures 1 (left) and 2 (right). Two general designs of By Horst Sturm (KSB) a submersible pumping station (Images and graphics courtesy of KSB) Third of Six Parts The content and mix of the pumped fluid matters greatly. Often, “sewage” is the only information When a system is not working as expected, users and application engineers receive when asked to specify engineers must see the complete picture, especially in pumps. But providing a detailed definition of the wastewater transport systems. While the increasing particular fluid (i.e. unscreened raw sewage, pre- use of wipes is a challenge, as discussed in Parts 1 screened sewage, stormwater, sludge) is vital for and 2 of this series (Pumps & Systems, November selecting the hydraulic/impeller. Especially in raw and December 2015), different systems will handle sewage, increased wipe use compounds the challenge this problem differently, and different fluid content for pump selection, system engineering and operation. will influence performance. Wastewater is not all the same. Depending on the operation or the system’s This article will exclude pre-screened wastewater and design, the sensitivity can vary for the particular kind focus on the transport of raw sewage to treatment of wastewater. plants. Several international initiatives attempt to clarify and Pump Station Designs define different wastewater. -
Standards for Installation of Private Grinder Pump Systems, Pressure Side Sewers and Private Force Main/Discharge Pipelines from Grinder Pumps
STANDARDS FOR INSTALLATION OF PRIVATE GRINDER PUMP SYSTEMS, PRESSURE SIDE SEWERS AND PRIVATE FORCE MAIN/DISCHARGE PIPELINES FROM GRINDER PUMPS The information provided herein is intended to assist the contractor or homeowner in the installation of a private grinder pump system, a pressure side sewer and/or private force main/discharge pipeline from a private grinder pump system. Any work to be performed on side sewers, as defined below, shall be performed by a Lakehaven-authorized side sewer contractor, maintaining the required bonding and current insurance certificate. Work to be performed on private grinder pump systems and private force main/discharge pipelines from private grinder pump systems, as defined below, and located within the applicant’s private property or within adjacent private property, may be performed by the property owner or property owner’s contractor-of-choice, provided all materials and workmanship meet the requirements of these standards, and the property owner holds Lakehaven harmless from any damage that may be incurred as a result of the installation. DEFINITIONS: Gravity Building Sewer: A privately owned and maintained pipeline system located within private property that is designed to carry sewage or wastewater leading from a building drain/plumbing outlet of a structure to the gravity side sewer, or emptying into a private grinder pump wet well, if applicable. The gravity building sewer shall begin at the terminus of the "building drain" as defined by the applicable plumbing code and shall terminate at the property line/right-of-way margin or Lakehaven easement boundary, or at a private grinder pump wet well, if applicable. -
Low Pressure Sewer Systems Using Environment One Grinder Pumps Contents
Low Pressure Sewer Systems Using Environment One Grinder Pumps Contents Introduction ..........................................................................................................................................3 Advantages of LPS Systems ..............................................................................................................3 Description and Operation ..................................................................................................................3 Pump Operation ..................................................................................................................................4 Pump Type ..........................................................................................................................................4 Motor Selection....................................................................................................................................5 Power Outages ...................................................................................................................................7 Power Consumption ...........................................................................................................................7 LPS System Design ............................................................................................................................9 Information Required ...........................................................................................................................9 Grinder Pump Station Size Selection -
Pressurised Dewatering: the Economical Solution for Wastewater
Sewage Spotlight PPressurisedressurised ddewatering:ewatering: tthehe eeconomicalconomical ssolutionolution fforor wwastewaterastewater ddisposalisposal pproblemsroblems Jim Rossiter MIEI, C.Eng., Technical Support Manager at Sulzer Pumps Solutions Ireland Ltd. Pressurised dewatering is typically suitable for sewer systems in outlying areas with no direct access to local gravity sewer lines, such as holiday areas and coastal regions, and will solve ground water pollution problems by utilising current pumping technology combined with modern European trends in sewage removal. Jim Rossiter of Sulzer Pumps Solutions, Ireland Ltd., explains the advantages and effectiveness of this kind of technology. By Jim Rossiter Pressurised dewatering is a very eff ective solution business is collected in small underground grinder for removing wastewater in diffi cult terrain where pump stations. Stations serving single residential units topographical conditions make it diffi cult to lay gravity typically utilize plastic sumps of some 700mm to 1.2m pipes. Recent EU regulations have severely limited the in diameter. usage of septic tanks and the usage of mini-treatment systems has also become more restricted. The pressurized dewatering method of sewage removal has proved very popular in many European countries in the light of the EU directive 91/271/EEC and the European water framework directive. 100% of domestic dwellings in Holland, a good example of very fl at terrain, have been connected to a central sewage system, and the vast majority are connected via pressurized lines. The grinder pump system Pressure or grinder pump systems utilize a small grinder pump station at each wastewater or sewage source. Small-diameter low pressure sewer lines are used for transmission of the sewage. -
Section 3 - Design Standards for Sewage Pumping Stations and Force Mains
SECTION 3 - DESIGN STANDARDS FOR SEWAGE PUMPING STATIONS AND FORCE MAINS 3.1. General Requirements. 3.1.01 The design of sewage pumping stations and force mains is an engineering matter and is not subject to detailed recommendations or requirements other than as required by these Standards. 3.1.02 Sewage pumping stations and force mains are to be provided solely for the conveyance of sanitary wastes. Under no circumstances shall any roof, foundation, surface or sub-surface drainage, or any other form of storm drainage be allowed to pass through the proposed facilities. 3.1.03 A detailed engineering report shall be submitted to and approved by the County prior to design. The report shall fully comply with all requirements of Paragraph 1.1.02A; shall evaluate the proposed sanitary sewer service area; shall evaluate overall effect downstream County facilities and shall justify the proposed station peaking factor. 3.1.04 The design must conform to the minimum standards set forth in the Virginia Department of Environmental Quality Sewerage Regulations. County requirements for specific equipment and submittals will be detailed during engineering review. 3.1.05 An Operations and Maintenance (O & M) Manual shall be prepared in accordance with the Virginia Department of Environmental Quality Sewerage Regulations and approved by the State and County before the County will accept the station for operation and maintenance. The manual shall contain complete operating information for all equipment, a complete set of approved shop drawings and a copy of the as-built plans for the station. The as-built plans shall be updated to include all plan revisions and field changes made during bidding and construction.