Sewer Audit - Design Checklist Gravity sewers, sewage pumping stations and pressure sewers
|
|
- Cornelius Willis
- 6 years ago
- Views:
Transcription
1 Question Relevant Clauses Design checked? Do the drawings show an appropriate revision history, and is 1.1 the design complete, checked and effectively ready for construction? 1.2 Has the whole catchment (required to be controlled through this development) been controlled as indicated in the Notice of Notice of Agreement for development Agreement? 1.3 Have any issues been identified for Survey Control? Survey Manual - Chapter 1, Survey Is the Australian Height Datum (A.H.D) noted on design plans? Responsibilities Section Is the Australian Map Grid (A.M.G) / Geocentric Datum of Survey Manual - Chapter 1, Survey Australia (G.D.A) noted on design plans? Responsibilities Section Are TBM's or PBM's shown on design plans and are AMG/GDA co-ordinates shown? Survey Manual - Chapter 1, Survey Responsibilities Section 2 Are you Auditing the design of Gravity Sewers, Rising Mains Do you wish to audit the alignment and location of Gravity Sewer, Rising Main or Siphons? - Have any issues been identified for Gravity Sewers, Rising Mains or Siphons? - Are all sewers aligned and offset as per SE Water requirements? (not located within the front boundaries of properties; located only in road reserves for 4.2.3, industrial/commercial areas; offsets; right angle crossings; etc.) Are all easements shown and do they comply with SE Water requirements? 4.2.5, Are all sewers located clear of the zone of influence of 4.3.4, 4.4.4, structures, or if not possible, has detailed analysis been Guidelines for Proposed Works undertaken and appropriate protection been specified and Over/Adjacent to Water Authority Assets approved by SE Water? up to and including 225mm diameter Are all curved sewers appropriately designed? (correct materials, minimum radius requirements, method of achieving curve, sufficient set out details etc.) 17.2, Is minimum cover achieved on all pipes? Are minimum clearances from other services achieved? Do any sewers cross over water mains? Does the design include details to ensure no crosscontamination can occur between the sewer and the water main? Are there any railway crossings or freeway crossings? Sewerage Code of Australia WSA , Melbourne Retail Water Agencies Edition Are all maintenance structures located out of the railway/freeway reserve? Does the alignment of the pipeline cross at right angles? 4.3.2, Does the location of the rising main comply with SE Water requirements? WSA Sewage Pump Station Code & SE Water P.S. Supp. Manual - Cl Has SE Water approval for installation of a Siphon been received? 7.8 Reviewed 20/6/2013 1
2 2.2 Do you wish to audit the Maintenance Structures? - Have any issues been identified for Maintenance Structures? Are all maintenance structures numbered in accordance with Survey Manual - Access Chamber standards? Numbering, page Does the distance between maintenance structures comply with standards (i.e. 150m in most cases)? Are maintenance structures shown at all the locations required by the standards, and has an appropriate type of structure 6.2, 6.7, Table 6.1 (MH, MS, TMS/IS) been nominated? Are minimum clearances to other structures/buildings achieved? Are correct diameters of maintenance holes nominated on design plans? Is the maintenance hole cover class noted on design plans? Is the area subject to flooding? - Are all cover levels of maintenance structures 150mm above the 1 in 5 year storm event level, and has approval been obtained for the use of bolt down covers? Has the correct maintenance hole type (conical, truncated, flat top, etc.) been specified for each maintenance hole? 6.6.1, 6.6.2, SEW Maintenance Hole Structures Technical Addendum Are the locations of all pre-cast manholes in accordance with standards? 6.6.2, Is detailed MH table design required to be submitted? (e.g. two or more internal drops, multiple incoming sewers, angle of deflection >90 o ) Are the MH table designs in accordance with standards? Are landings, portable standing planks, handgrips, ladders & step irons specified in accordance with standards, including correct materials for step irons? Is the grading through maintenance holes in accordance with standards? (min 30mm, effect of large deflections and steep grades, soffit to soffit design for different size pipes, etc.) Are structural computations provided for maintenance structures deeper than 6.0m? Commentary on SEW-1300 series drawings - maintenance structures Are there any gas check maintenance holes? - Are gas check manholes designed in accordance with the standard, including location in the road reserve, ultimately more than 50 lots connected, invert levels, changes of direction etc.? 7.2, 7.3, Are there any sewers or other underground structures to be built next to existing structures? Are guidance notes provided to the contractor for excavation next to existing manholes/structures to preserve stability during construction? - Are details of connections of new sewer pipes to all existing manholes provided? (pipe invert levels, angles between pipes, stepirons, access openings, and base details). Plans and section(s) to be included. 6.5, 6.6.6, 9.2.3(j) Reviewed 20/6/2013 2
3 2.3 Do you wish to audit the Hydraulic Design (gravity only)? Have any issues been identified for Hydraulic Design? - Are the correct pipe diameters specified in accordance with standards? 4.5.4, Does the grade of each pipe comply with standards? 4.5.4, Are any grades steeper than 1 in 10? Have trench stops been provided where required? 8.1 Is the velocity through the pipe below 3 m/s in accordance with the standard? Is the energy dissipated in the maintenance hole, and does the design incorporate measures to prevent hydraulic jumps? Has an Emergency Relief Structure (ERS) been incorporated in design? Have HGL details been submitted ensuring that there is no possibility of overflow upstream at MHs, property drains, etc, and are all other details in accordance with the standard? Where necessary, has ventilation been provided in accordance with the standard? Do you wish to audit Materials and Trench Design? - Have any issues been identified for Materials and Trench Design? Are all pipe materials, pipe classes, jointing methods etc. specified on design plans and are they all approved products? SE Water Approved Products List WSAA - Section Have any issues been identified with the trench details provided? Is the trench width provided or referred to relevant design standards? Are the particle size requirements and grading limits for embedment material provided? 8.9, Tables 30.1, 30.2, 30.3, and 30.4 (commentary on SEW-1200 Drawing Series) Flexible pipes: AS/NZS Part 1, AS/NZS Part 1 - Commentary, AS/NZS Part 2 RIGID PIPES: AS/NZS 3725, AS/NZS Commentary, AS , Tables 30.1, 30.2, 30.3, and 30.4 (commentary on SEW-1200 Drawing Series) Flexible pipes: AS/NZS Part 1, AS/NZS Part 1 - Commentary, AS/NZS Part 2 RIGID PIPES: AS/NZS 3725, AS/NZS Commentary, AS , 30.5 AS/NZS Part 2 SEW Technical Bulletin SEW Drawing SEW-1201 MRWA Backfill Specification Are backfill design specifications provided or referred to WSA code drawing or relevant standards? Are embedment types specified according to WSA standard 8, 30.2 drawings SEW-1202 to SEW-1205 or cross section details WSA SEW-1202 to WSA-1205 provided? Has a ground conditions report been provided where sewers are greater than 5m in depth? Are there wet or poor ground conditions, or any sewers greater 8.5 than DN 450? Has a specialist geotechnical assessment been made? Reviewed 20/6/2013 3
4 Has adequate trench design been made and relevant details provided? Have structural computations for the sewer pipe trench design been provided for sewers 600mm or larger? Have adequate details been provided for trenchless construction? 8.5, , 16.7, , 32.3 (commentary on drawings for buried crossings) Do you wish to audit issues related to Property Branches/Connections? - Have any issues been identified Property Branches/Connections? - Are all properties provided with a property branch/connection, 5.9, 6.6.4, 9.2.3(i) and is the type of branch/connection nominated on design Land development Manual plans? Is the depth for property connections, junctions and end fittings , 5.4 in accordance with the standard? Are property connection IO's located within property boundaries in accordance with the standard? SEW-1153-M & SEW-1154-M Do all property branches terminate 600mm (residential) or 1m Guidelines for Proposed Works (commercial/industrial) from any building lines or other Over/Adjacent to Water Authority Assets structures? up to and including 225mm diameter Are water seals (i.e. boundary traps) specified where required? 7.2, 7.3, Sewer Record Plan Is all partial lot control shown in accordance with the Notice of Agreement? , Notice of Agreement / Sewer Record Plan Where 10 or more units are to be connected to the sewer system, is it via a MH? Where spur branches / "Y" property connections are used, are they in accordance with the standard? Have any Type 2A or 4A property branches/connections been nominated? Are Type 2A and 4A property branches/connections used as per the standard? Are there any sewers equal to or greater than 300mm in diameter? Have any issues been identified for sewers greater than 300mm in diameter? Are self cleansing/slime stripping velocities achieved at PDWF? Are any sewers surcharging under 1 in 5 year floods (i.e. PWWF)? Are property connections only on sewers 450mm in dia. and less? 5.5.2, SEW Maintenance Hole Structures Technical Addendum 5.4, 5.7 & Reviewed 20/6/2013 4
5 2.7 Are any assets to be abandoned as part of the works? - Are details of treatment for assets that are to be abandoned included on the drawings? 2.8 Are there any Rising Mains? - Have any issues been identified for Rising Mains? Has the correct class, material etc. of pipe been specified on SE Water Sewage Pumping Station Supp. design plans? Manual - Cl Are all products specified approved by SE Water? SE Water Approved Products List Does the discharge point of the rising main comply with SE Water requirements and is it coated with an approved coating system for concrete? WSA Sewage Pumping Station Design Code & SE Water P.S. Supp. Manual - Cl Have scour valves been specified at suitable locations and comply with standards? WSA Sewage Pumping Station Design Code & SE Water P.S. Supp. Manual - Cl & & Standard Drawings SE Water_STD_ Have air relief valves been specified at suitable locations and comply with standards? Do velocities comply with SE Water requirements? Are there any anchor thrust blocks? Are details such as dimensions of the block concrete strength and reinforcement, and type of block specified on the layout plan? WSA Sewage Pumping Station Design Code & SE Water P.S. Supp. Manual - Cl & & Standard Drawing SE Water_STD_060 WSA Sewage Pumping Station Design Code & SE Water P.S. Supp. Manual - Cl Pressure Sewer Code of Australia Version 1.1 Section 9 and Standard drawings WAT WAT 1207 Pressure Sewer Code of Australia Version 1.1 Section 9 and Standard drawings WAT WAT Are all SE Water's requirements achieved? Does the Inverted Syphon design comply with the standard? Are all issues you wish to raise in Section 2 covered in the previous audit questions? Sewage Pumping Station Code of Australia WSA and SE Water S.P.S. Supplementary Manual 3 Are you Auditing the design of a Pumping Station? Do you wish to audit the design of the Wet Well, pipework and fittings? Is Pump Station a Package Pump Station? Does PS comply with requirements of WSAA purchase specification? SE Water Approved Products List Has a minimum of 2 PDWF emergency storage been provided between high level alarm and spill alarm? Do flotation calculations confirm a minimum FS of 1.1? Does coating of concrete surfaces comply with standard? SE Water Supp. Manual - Cl SE Water Technical Specification Coating systems for concrete in contact with sewage. Reviewed 20/6/2013 5
6 3.1.5 Is the wet well self draining? Are the covers in accordance with standards and are they arranged in a practical manner? Is the wet well diameter equal to or larger than the minimum allowable (i.e. min = 2.1m)? & Do the Cut-in/Cut-out volumes comply with SE Water requirements? Do wet well washers comply with standards? Does the Top Slab incorporate all below ground structures? Has the concrete strength been specified and does it comply with SE Water requirements? Is there clearance from overhead powerlines? SE Water Supp. Manual - Cl Do ladders comply with SE Water requirements and are they SE Water Supp. Manual - Standard accessible by removal of one lid? Drawing SE Water_STD_ Does the penstock (Knife Valve) comply with SE Water & Standard Drawing SE requirements? Water_STD_ Do all pipework comply with SE Water requirements (i.e. min dia. = 100mm)? Do all pipe supports comply with SE Water requirements? Standard Drawing SE Water_STD_ Does the pump well inlet pipe comply with SE Water requirements and is the inlet drop pipe submerged? (i.e. 2.5 & (h) 150mm above cut out level) Are computations for pump selection inclusive of NPV? SE Water Supp. Manual - Appendix C Are all pumps, pipeworks and fittings approved products? Has a flushing valve been incorporated into the design? SE Water Supp. Manual - Cl Do you wish to audit the Valve Chamber design? Is the pit accessible? Do all pipe supports comply with SE Water requirements? Standard Drawing SE Water_STD_ Are pressure main tappings in accordance with standards? Standard Drawing SE Water_STD_ Do ladders comply with SE Water requirements? SE Water Supp. Manual Standard Drawing SE Water_STD_ Has provision been made to operate valves without the need to remove the cover? Is the valve chamber self-draining? Are all valves clockwise closing? Do all pipeworks and fittings comply with standards? Does the emergency relief structure comply with the EPA protocol guidelines and standards? Flap gates and trap Standard Drawing SE Water_STD_061 for fats included in design? EPA Protocol ERS protocol approval received? Do you wish to audit the Ancillary Services? Does the water supply to the pumping station meet SE Water requirements (i.e. backflow prevention device)? SE Water Supp. Manual - Cl Does the access road comply with SE Water requirements? Standard Drawing SE Water_STD_ Have bollards been specified in accordance with standards? SE Water Supp. Manual Cl Reviewed 20/6/2013 6
7 3.4.4 Does site drainage comply with SE Water requirements? Does site security comply with SE Water requirements? & Are all issues you wish to raise in Section 3 covered in the previous audit questions? - Pressure Sewerage Code of Australia WSA and SE Water Pressure Sewer Supplementary Manual 4 Are you auditing the design of Pressure Sewers? 4.1 Have any issues been identified for pressure sewers? Are all pressure sewers located within road reserves and easements, and aligned as per SE Water requirements? 3.7 & Is minimum and maximum (1.5m) cover achieved on all pipes? Ch. 3.2 of SEW Supp Do offset's of the sewer comply with standards? Are there any railway crossings? Are all fittings located out of the railway reserve? Are there any freeway crossings? Does the alignment of the pipeline cross at right angles to the freeway? Are existing and proposed other services shown on the design plans? Table Are minimum clearances from other services achieved? Do you wish to audit components of the Hydraulic Design? - Have any issues been identified for Hydraulic Design? Are the correct pipe diameters specified in accordance with the 4.5 works agreement? Are all pipe materials, pipe classes (PN16), pipe colour, jointing methods etc. specified on design plans and are they all Ch of SEW Supp. approved products? Does the outlet of the design incorporate an appropriate discharge point? & Are duplicate mains used where necessary? Does the design verify that the pipe class meets the design pressures? Do the materials specified on the plans appear in the on the SEW approved products list or in the supplementary manual? Part 2 of SEW Supp Are the types of valves used noted on the plan? Are the valves in the appropriate location in accordance with SEW Specifications? Are the valves clockwise closing as noted on the plan? Does the plan include lockable flushing assemblies? Are the high and low points met in accordance with the SEW specifications? 3.2, 5.5 & Does the outlet discharge into a Manhole? Is the design of the manhole shown including epoxy coating design? Does the design of the discharge manhole prevent turbulent flow? Are tracer wires shown on the design plans? - Reviewed 20/6/2013 7
8 Does the design avoid the use of 90 degree deflections? Has the design longitudinal section been submitted with the plans? Do you wish to audit issues related to Property Branches/Connections? Have any issues been identified Property Branches/Connections? Are all properties provided with a property branch/connection and is the type of branch/connection nominated on design plans? Where a service connection is not required at this stage, will the alignment allow them to be possible in the future? Are ball valves used at the property connection point? & Are all issues you wish to raise in Section 4 covered in the previous audit questions? - Reviewed 20/6/2013 8
Supplementary Information to the WSAA Sewerage Code of Australia WSA Melbourne Retail Water Agencies Version 1.0
SEWERAGE DESIGN STANDARD Supplementary Information to the WSAA Sewerage Code of Australia WSA 02-2002-2.3 Melbourne Retail Water Agencies Version 1.0 Western Water December 2014 Executive Summary This
More informationSECTION 6 STORMWATER AND LAND DRAINAGE
SECTION 6 STORMWATER AND LAND DRAINAGE Final Version, Approved September 2003 Section 6 and Land Drainage Contents 6.1 PERFORMANCE STANDARDS... 2 6.1.1 General... 2 6.2 MEANS OF COMPLIANCE... 3 6.2.1 General...
More informationApplication for adoption of new sewers
Application for adoption of new sewers Section 104 WIA 1991 This form should be used to offer proposed drainage systems for adoption by United Utilities under Section 104 of the Water Industry Act 1991.
More informationPOLYETHYLENE LINED PRODUCTS PROJECTS TABLE OF CONTENTS IMPACT BAFFLES CATCH BASINS MANHOLE MATERIALS LARGE DIAMETER ROUND MANHOLES
2018 www.precon.ca 2 2017 PROJECTS TABLE OF CONTENTS 3 2 PROJECTS 11 POLYETHYLENE LINED PRODUCTS 3 TABLE OF CONTENTS 12 IMPACT BAFFLES 4 CATCH BASINS 13 INLET/TURNOUTS 5 MANHOLE MATERIALS 14 FLARED END
More informationREGISTRATION EXAMINATION, NOVEMBER 2012 LICENSED DRAINLAYER QUESTION AND ANSWER BOOKLET. Time allowed THREE hours
Affix label with Candidate Code Number here. If no label, enter candidate Number if known No. 9197 REGISTRATION EXAMINATION, NOVEMBER 2012 LICENSED DRAINLAYER INSTRUCTIONS QUESTION AND ANSWER BOOKLET Time
More informationDIVISION 3: SEWER. Improvement Design Standards City of Dundee Oregon. Division 3 : Sewer Page 1
DIVISION 3: SEWER 3.1 DESIGN CRITERIA A. APPLICABILITY 1. These Design Standards shall govern all construction and upgrading of public sanitary sewer facilities in the City of Dundee and applicable work
More informationPART 3 - STANDARDS FOR SEWERAGE FACILITIES DESIGN OF STORM SEWERS
PART 3 - STANDARDS FOR SEWERAGE FACILITIES 3.3 - DESIGN OF STORM SEWERS 3.301 Design of Storm Sewers A. General Information B. Investigations and Surveys C. Special Projects 3.302 Design Criteria for Storm
More informationSouth Waikato District Council Code of Practice for Subdivision and Development PART 4. Drainage. Part 4: Drainage 56
PART 4 Drainage Part 4: Drainage 56 PART 4: DRAINAGE 401 STORMWATER DRAINAGE 401.1 General The stormwater drainage system shall be available to any building site within urban development or subdivision.
More informationCHECKLIST FOR STREETS, INLETS, AND STORM SEWER DESIGN
CHECKLIST FOR STREETS, INLETS, I. STREET CLASSIFICATION AND DESIGN CRITERIA A. Determine drainage classification for the roadway section using Table 7-1 or Table 7-2. B. Determine the allowable flow depth
More informationSEWERAGE CODE SCHEDULE OF AMENDMENTS
SEQ Water Supply and Sewerage Design & Construction Code (SEQ WS&S D&C Code) SEWERAGE CODE SCHEDULE OF AMENDMENTS Amendment No.1 - April 2016 April 2016 SEQ WS&S D&C Code Sewerage Code - Amendment No.1
More informationCITY OF SASKATOON DESIGN AND DEVELOPMENT STANDARDS MANUAL SECTION FIVE SANITARY SEWER COLLECTION SYSTEM
CITY OF SASKATOON DESIGN AND DEVELOPMENT STANDARDS MANUAL SECTION FIVE SANITARY SEWER COLLECTION SYSTEM JANUARY 2017 TABLE OF CONTENTS Section Five Sanitary Sewer Collection System SECTION PAGE NUMBER
More informationPASSAIC COUNTY TECHNICAL INSTITUTE CCA 1422 NEW S.T.E.M. BUILDING 2017
SECTION 02630 - STORM DRAINAGE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,
More informationSECTION FACILITY SANITARY SEWERS
SECTION 22 13 13 FACILITY SANITARY SEWERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
More informationReview & Design of the Apia Pressure Sewer System. Presented by Jammie Saena - Samoa Water Authority & Paul Edwards Urban Water Solutions
Review & Design of the Apia Pressure Sewer System Presented by Jammie Saena - Samoa Water Authority & Paul Edwards Urban Water Solutions 1 Contents Project Background Project Team Data Collection Physical
More information16. Design of Pipeline Structures.
16. Design of Pipeline Structures. a. General. 1) The following guidelines are for the design of structures for water and sewer pipelines including structural concrete and miscellaneous metals design.
More informationAS/NZS :2003. Plumbing and drainage AS/NZS :2003. Australian/New Zealand Standard. Part 3: Stormwater drainage
AS/NZS 3500.3:2003 Incorporating Amendment Nos 1, 2, and 3 Australian/New Zealand Standard Plumbing and drainage Part 3: Stormwater drainage AS/NZS 3500.3:2003 AS/NZS 3500.3:2003 This Joint Australian/New
More informationSECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES
SECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES 4.1 GENERAL REQUIREMENTS 4.1.1 Water and fire protection distribution facilities are to be provided solely for the purpose of supplying potable
More informationContact the Jurisdictional Engineer for materials allowed by each jurisdiction.
Design Manual Chapter 3 - Sanitary Sewers 3C - Facility Design 3C-1 Facility Design A. Capacity of Pipe Pipe sizes 15 inches and smaller should carry the peak flow at a depth of no more than 0.67 of the
More informationCHAPTER 6. Sanitary Sewer
CHAPTER 6 Sanitary Sewer A. Introduction All proposed developments, subdivisions, and buildings must have a properly designed and constructed sanitary sewer collection system. The system shall provide
More informationTCC/SHORE TRANSIT BUS MAINTENANCE FACILITY - PHASE II
SECTION 221313 - FACILITY SANITARY SEWERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
More informationSag Pipe (depressed sewers, or Inverted siphons) Dr. Sataa A. Al-Bayati(10-11)
بسم هللا الرحمن الرحيم Sag Pipe (depressed sewers, or Inverted siphons) Dr. Sataa A. Al-Bayati(10-11) A sewer that drops below the hydraulic gradient to pass under an obstruction, such as a railroad cut,
More information3.0 DESIGN CRITERIA FOR SANITARY SEWER FACILITIES
3.0 DESIGN CRITERIA FOR SANITARY SEWER FACILITIES All sanitary sewers shall be designed in accordance with these Design Standards, LBWD Rules and Regulations, and to accepted engineering principles. In
More informationSEWER SYSTEM DESIGN GUIDELINES
SEWER SYSTEM DESIGN GUIDELINES PART 1 GENERAL 1.1 GENERAL GUIDELINES A. The following sewer system design guidelines are based on Federal, State and Local health requirements, and the Berkeley County Water
More information3. Sanitary Plumbing Single Stack System
3. Sanitary Plumbing Single Stack System On completion of this section, students should be able to: Design, install and develop bills of quantities for the Single Stack Systems for domestic, commercial
More information4A General Information A. Concept... 1 B. Conditions... 1
Design Manual Chapter 4 - Water Mains Table of Contents TOC Table of Contents Chapter 4 - Water Mains 4A General Information 4A-1---------------------------------General Information A. Concept....... 1
More informationDESIGN OF SEWER SYSTEMS
Wastewater Engineering (MSc program) DESIGN OF SEWER SYSTEMS Prepared by Dr.Khaled Zaher Assistant Professor, Public Works Engineering Department, Faculty of Engineering, Cairo University 1. Sewer Materials
More informationModule 7: Hydraulic Design of Sewers and Storm Water Drains. Lecture 7: Hydraulic Design of Sewers and Storm Water Drains
Module 7: Hydraulic Design of Sewers and Storm Water Drains Lecture 7: Hydraulic Design of Sewers and Storm Water Drains 7.0 HYDRAULIC DESIGN OF SEWERS AND STORM WATER DRAINS 7.1 General Consideration
More informationIndex. Composition and Order of Plan Set. Utility Plan... 5
City of Des Plaines Public Works and Engineering Department Revised-October 5, 2012 Index Composition and Order of Plan Set Title Page Number Cover Sheet... 1 Requirements for Site Development... 2 Grading
More information7.00 MANHOLES AND INSPECTION CHAMBERS. Hunter Underground Systems
7.00 MANHOLES AND INSPECTION CHAMBERS Hunter Underground Systems 7.01 Access to drains 7.02 preformed plastic Inspection Chambers 7.03 Manholes 7.04 450mm diameter inspection chambers Equal 110mm inspection
More informationIrrigation Rehabilitation Program Design and Construction Standards
Irrigation Rehabilitation Program Design and Construction Standards Prepared by the IRP Standards Review Committee For Alberta Agriculture and Rural Development, Irrigation Secretariat April 26, 2010 Adopted
More informationTYPICAL INSTALLATION INSTRUCTIONS
TYPICAL INSTALLATION INSTRUCTIONS Environment One Grinder Pump Feature Identification 1. Grinder Pump Basin High density polyethylene (HDPE) 2. Accessway Cover Painted Steel 3. Electrical Quick Disconnect
More informationSANITARY SEWERS. B. Construct or relocate building sanitary sewer services, stubs, and connections.
SANITARY SEWERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Sanitary Sewer Gravity Mains B. Sanitary Sewer Force Mains C. Sanitary Sewer Services 1.02 DESCRIPTION OF WORK A. Construct sanitary sewer gravity
More informationPUMP STATION CHECK LIST
PUMP STATION CHECK LIST I. SITE LOCATION D. E. Location of pump station site has to be reviewed and approved by Planning Department and Department of Public Utilities. (II-V-F-1-J-i) The pump station has
More informationSPECIFICATION FOR PIPE CULVERT CONSTRUCTION
SPECIFICATION FOR PIPE CULVERT CONSTRUCTION 1. SCOPE Pipe culverts shall be constructed in accordance with this specification and in conformity with the lines, levels and cross-sections shown on the drawings.
More informationبسم هللا الرحمن الرحيم
بسم هللا الرحمن الرحيم )ملحقات شبكة الصرف الصحي( Class Sewer Appurtenances- 3 rd Dr. Sataa Al-Bayati (10-11) 1. Manholes They are used for inspection & cleaning. They placed when: 1. Intervals between
More informationConcrete pipe reference manual Issue 1
Strength. Performance. Passion. Concrete pipe reference manual Issue 1 Contents 1. Introduction 3 Manufacturing 3 Joint types 3 Durability 4 Hydraulics 4 Size class (DN) 4 Load class 5 6. Pipes for pressure
More informationCURRENT NORTH LAS VEGAS ADDENDA
SECTION 1 Section 1.01.73 Fire Service Meter ADD: Type I is not approved for installation in the City of North Las Vegas service area. Section 1.01.107 Pressure Reducing Valve (PRV) or Pressure Regulator
More informationSITE SERVICES GUELPH TRANSIT OPERATIONS & MAINTENANCE SECTION WATSON ROAD FACILITY PAGE 1 OF 6 WATER RECLAMATION PROJECT JUNE 2013
WATSON ROAD FACILITY PAGE 1 OF 6 PART 1 GENERAL 1.1 Description The work covered by this Section includes all labour, materials, equipment, and supervision necessary to complete the site services as shown
More informationSection 5: Stormwater. Tauranga City Council
Section 5: Tauranga City Council Contents Scope 5.A General 5.A.1 5.A.2 5.A.3 5.A.4 5.A.5 5.B. Design Standard 5.B.1. 5.B.2 Overall System Design 5..B.3 Secondary Flows 5.B.4. Freeboard 5.B.5 5.B.6 5.B.7
More informationSanitary Sewer Extensions, Lift Stations, and Force Mains Engineering Report Form. I. General Information. 1. Name of Facility:
Oklahoma Department of Environmental Quality Water Quality Division Phone: 405-702-8100 Construction Permitting Section 707 N. Robinson, OKC, OK 73102-6010 P.O. Box 1677, OKC, OK 73101-1677 Sanitary Sewer
More informationRESIDENTIAL FIRE SERVICE METERS Addendum #1
109 WATER METERS (Addendum #1) 109.1 GENERAL All meters to be used for billing purposes shall be provided by the Water Utility. The Water Utility reserves the right to read, inspect, test or replace the
More informationSTORMWATER BUBBLE UP PIT
Cast iron swing grate in cast iron frame A Nominal 90 mm inlet SECTION A x ID concrete chamber. Available chamber depths 400mm or 600mm deep CHAMBER PLAN Stormwater pipe House Chamber location in vehicle
More informationBackfill Specification
Backfill Specification MRWA Specification No. 04-03.1 Melbourne Retail Water Agencies (Including City West Water, South East Water & Yarra Valley Water) Issue Date: 1 September 2006 Page 1 of 27 Disclaimer
More informationAPPENDIX G HYDRAULIC GRADE LINE
Storm Drainage 13-G-1 APPENDIX G HYDRAULIC GRADE LINE 1.0 Introduction The hydraulic grade line is used to aid the designer in determining the acceptability of a proposed or evaluation of an existing storm
More informationDual Water Supply Systems
Dual Water Supply Systems First Edition Version 1.2 A Supplement to the Water Supply Code of Australia WSA 03 2002 (Replaces Version 1.1) 15 November 2005 27 WSA 03 2002 Supplement-1.2 ACKNOWLEDGMENTS
More informationReviewed by: Date / /
INSPECTION AND TEST PLAN WATER/RECYCLED WATER MAIN LAYING ALL WORKS TO BE CARRIED OUT TO SYDNEY WATER STANDARDS Developer: Water Servicing Coordinator: WSC Site Representative: Constructor: Constructor
More informationVillage of Arlington Heights. Sewer Back-up Rebate Program
Village of Arlington Heights Sewer Back-up Rebate Program (Including Enhanced Program Information) Updated: October 1, 2017 Village of Arlington Heights Building & Life Safety Department 33 S. Arlington
More informationMANHOLES, VAULTS AND CATCH BASINS SECTION A. Section Soil and Aggregate Materials. C. Section Storm Drainage Systems
SECTION 02607-1 1.0 GENERAL 1.1 SCOPE: A. This section covers the work necessary for the construction of sanitary and storm system manholes, catch basins, and miscellaneous concrete structures complete.
More informationCULINARY WATER SYSTEMS
CULINARY WATER SYSTEMS I. Water system size determination A. The minimum water line size is 8 inch for distribution lines in a residential subdivision. 1. Subdivisions that have a school or church will
More informationTAURANGA CITY COUNCIL
Code of Practice for Development TAURANGA CITY COUNCIL SECTION 4 Stormwater Drainage 4. STORMWATER DRAINAGE MINIMUM REQUIREMENTS 4.A General 4.A.1 Most developments will modify the predevelopment drainage
More informationDeveloper Services. Design Specification for the Adoption of Small Submersible Foul and Surface Water Pumping Stations. June 2017
Developer Services Design Specification for the Adoption of Small Submersible Foul and Surface Water Pumping Stations June 2017 Design Specification for the Adoption of Small Submersible Foul and Surface
More informationEngineering Design Center. Standard Drawings. 1st Edition -January 2016
Engineering Design Center Standard Drawings 1st Edition -January 2016 Golden State Water Company Standard Drawings 1/11/2016 Table of Contents PART A STANDARD DRAWINGS Section I Pipeline Construction P-1
More informationSection V WATER DISTRIBUTION SYSTEM DESIGN GUIDELINES
Section V WATER DISTRIBUTION SYSTEM DESIGN GUIDELINES A. GENERAL 1. The following water system design guidelines are based on Federal, State and local health requirements and the Hilton Head No. 1 Public
More informationCITY OF BENICIA IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BENICIA DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 250 EAST L STREET, BENICIA, CA 94510 Phone: (707) 746-4240 CITY OF BENICIA IMPROVEMENT PLAN REVIEW CHECKLIST Tract Map # This checklist is
More informationSouth West Water s amendments & requirements for Sewers For Adoption 6 th Edition
South West Water s amendments & requirements for Sewers For Adoption 6 th Edition Sewers offered for adoption to South West Water should be designed and constructed in accordance with Sewers for Adoption
More informationCITY OF TAMPA WASTEWATER DEPARTMENT TECHNICAL STANDARDS GUIDELINE. FOR CONSTRUCTION OF WASTEWATER FACILITIES July 2014 Version 6
CITY OF TAMPA WASTEWATER DEPARTMENT TECHNICAL STANDARDS GUIDELINE FOR CONSTRUCTION OF WASTEWATER FACILITIES July 2014 Version 6 2545 Guy N Verger Boulevard, Tampa, FL 33605 www.tampagov.net TECHNICAL STANDARDS
More informationDesign of Sewerage System for Jaffarpur area in Southwest New Delhi
International Journal of Civil Engineering Research. ISSN 2278-3652 Volume 5, Number 1 (2014), pp. 29-34 Research India Publications http://www.ripublication.com/ijcer.htm Design of Sewerage System for
More informationStainless Metal Craft (Aust) Pty Ltd
Stainless Metal Craft (Aust) Pty Ltd Product Appraisal Report TWA 1001 Stainless Steel Boat Shaped Passive Grease Arrestor GT-1 1000L GT-1.5 1500L GT-2 2000L GT-3 3000L GT-4 4000L GT-5 5000L Published
More informationTHE ADVANTAGES HDPE MANHOLES
NIC HDPE manholes are custom fabricated for many varied applications including municipal and industrial manholes, sewer and storm water manholes, leach ate collection, sewer lift stations, siphon structures,
More informationLearning objectives. Upon successful completion of this lecture, the participants will be able to:
Solomon Seyoum Learning objectives Upon successful completion of this lecture, the participants will be able to: Describe and perform the required step for designing sewer system networks Outline Design
More informationThis is only a general checklist; please refer to the CVWD Development Design Manual (DDM) for all requirements and regulations.
COACHELLA VALLEY WATER DISTRICT DOMESTIC WATER CHECKLIST Tract/Parcel No: Project Common Name: Developer: Engineer: Engineer Signature: Date: Phone: Phone: Print: This is only a general checklist; please
More informationTCC/SHORE TRANSIT BUS MAINTENANCE FACILITY PHASE II
SECTION 334100 - STORM UTILITY DRAINAGE PIPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01
More informationSECTION 3 DRAINAGE. 3-1 General. 3-2 Drainage Ordinances and Legal Requirements
SECTION 3 DRAINAGE 3-1 General All Drainage plans for proposed development shall be prepared by a Professional Engineer registered in Virginia, except as noted below. Further, their seal and signature
More informationWater Control Structures Selected Design Guidelines Alberta Environment Page 17-1
Alberta Transportation Water Control Structures Selected Design Guidelines Alberta Environment Page 17-1 17.0 MAIN CANAL CONVEYANCE STRUCTURES 17.1 General Conveyance structures typically employed on main
More informationENGINEERING DESIGN & IMPROVEMENT STANDARDS
ENGINEERING DESIGN & IMPROVEMENT STANDARDS 2016 Prepared by: Engineering Division For latest edition of these Improvement Standards, refer to City of Visalia website at: www.visalia.city/engineeringdocuments
More informationLandscaping and Fencing
Landscaping and Fencing Fences, driveways, paving, retaining walls, landscaping & other garden features To be read in conjunction with General Requirements: A guide to building on properties containing
More informationBILL OF QUANTITY ENGINEERING & MANAGEMENT CONSULTING CENTRE. "Beit Hanoun Emergency Water Supply Project"
"Beit Hanoun Emergency Water Supply Project" " Rehabilitation and Construction of Beit Hanoun Water Network " BILL OF QUANTITY ENGINEERING & MANAGEMENT CONSULTING CENTRE Bill of Quantities PREAMBLE TO
More informationSECTION STORM DRAINAGE DESIGN, GRADING, AND WATER QUALITY TECHNICAL CRITERIA TABLE OF CONTENTS PAGE 402 STORM DRAINAGE DESIGN CRITERIA 400-1
CITY OF THORNTON Standards and Specifications Revised: October 2012 SECTION 400 - STORM DRAINAGE DESIGN, GRADING, AND WATER QUALITY TECHNICAL CRITERIA TABLE OF CONTENTS PAGE 401 GENERAL PROVISIONS 400-1
More informationPressure Sewer Systems. Why Use a Barnes Pressure Sewer System?
Pressure Sewer Systems Why Use a Barnes Pressure Sewer System? Why Use a Presssure Sewer System? Pressure sewer systems are an effective method to move residential wastewater through small diameter pipes
More informationRural Servicing Guidelines
Rural Servicing Guidelines for Low-Pressure Sanitary Sewer System and Trickle Feed Water Distribution System FOREWORD This manual is intended to provide information to Developers, Engineering and Geotechnical
More informationPUBLIC WORKS SKAGIT COUNTY SAMISH ISLAND ROAD SAMISH ISLAND ROAD SLIDE REPAIR
EASEMENT NOTES:. EASEMENT LIMIT SHOWN AS PROVIDED BY. TESC NOTES:. CONTRACTOR SHALL DEVELOP TEMPORARY EROSION AND SEDIMENT CONTROL PLAN AND PROVIDE ONSITE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL)
More informationPART I DESIGN STANDARDS AND PROCEDURES FOR WATER DISTRIBUTION AND SANITARY SEWER SYSTEMS PRINCE GEORGE COUNTY, VIRGINIA
PART I DESIGN STANDARDS AND PROCEDURES FOR WATER DISTRIBUTION AND SANITARY SEWER SYSTEMS PRINCE GEORGE COUNTY, VIRGINIA May 2008 1 THIS PAGE INTENTIONALLY LEFT BLANK 2 TABLE OF CONTENTS DESIGN PAGE General
More informationNOTES ON CORRUGATED PLASTIC PIPE SUBSOIL DRAIN CONSTRUCTION SPECIFICATION
TNZ F/5 Notes: 2000 NOTES ON CORRUGATED PLASTIC PIPE SUBSOIL DRAIN CONSTRUCTION SPECIFICATION These notes are for guidance and must not be included in the Contract Documents In general subdivision numbers
More informationPipe Jacking/Microtunnelling. Dr. Mark Knight. Centre for Advancement of Trenchless Technologies (CATT) University of Waterloo.
Pipe Jacking/Microtunnelling Dr. Mark Knight Centre for Advancement of Trenchless Technologies (CATT) University of Waterloo 1 New Installations New Installations Non-Steering Methods Steering Methods
More informationCast Iron Sluice Gates Rugged Dependability in Demanding Applications
Cast Iron Sluice Gates Rugged Dependability in Demanding Applications A Proud Tradition Since 1840, the team at Rodney Hunt has pioneered safe and reliable flow control systems to help communities and
More informationMATERIAL SPECIFICATION FOR CIRCULAR AND ELLIPTICAL CONCRETE PIPE
ONTARIO PROVINCIAL STANDARD SPECIFICATION OPSS.MUNI 1820 NOVEMBER 2017 MATERIAL SPECIFICATION FOR CIRCULAR AND ELLIPTICAL CONCRETE PIPE TABLE OF CONTENTS 1820.01 SCOPE 1820.02 REFERENCES 1820.03 DEFINITIONS
More informationDESIGN MANUAL FOR CONCRETE PIPE OUTFALL SEWERS P.I.P.E.S
DESIGN MANUAL FOR CONCRETE PIPE OUTFALL SEWERS P.I.P.E.S Pipes, Infrastructural Products and Engineering Solutions Division PREFACE Research on sewer corrosion commenced at the CSIR in 1950, supported
More informationACO Building Drainage
ACO Building Drainage Backflow systems Installation, Operation and Maintenance Manual ACO TRIPLEX Anti-flood valve for GREYWATER drainage (wastewater without sewage) PLEASE READ THESE INSTRUCTIONS BEFORE
More informationSewage network and treatment
Sewage network and treatment 2 TALIS Numerous installations throughout the world prove the competence of TALIS in matters of sewage technology. The range of applications is supplemented with biogas generation
More informationNORTHWESTERN UNIVERSITY PROJECT NAME JOB # ISSUED: 03/29/2017
SECTION 22 1316 - SANITARY WASTE AND VENT PIPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01
More informationLANDSCAPE RETAINING WALLS
SUDAS Standard Specifications Division 9 - Site Work and Landscaping Section 9070 - Landscape Retaining Walls LANDSCAPE RETAINING WALLS PART - GENERAL.0 SECTION INCLUDES A. Modular Block Retaining Walls
More informationSEPTIC TANK CONSTRUCTION GUIDELINES
SEPTIC TANK CONSTRUCTION GUIDELINES Septic tank for this airport will be designed/ built by the general contractor of the building facilities. At the time of the project design, availability of a septic
More informationHighway Drainage 1- Storm Frequency and Runoff 1.1- Runoff Determination
Highway Drainage Proper drainage is a very important consideration in design of a highway. Inadequate drainage facilities can lead to premature deterioration of the highway and the development of adverse
More informationWater supply components
Water supply components Water sources structures (Dams, wells, reservoirs) Surface water Groundewater Pipelines from source Water treatment plant components Pumping stations Storage (elevated tanks) Distribution
More informationUnderground fire hydrants
Underground fire hydrants The company was founded in 987 by transforming the former CSA, which was a trading company dealing with pipes and valves for water networks, into a manufacturing company, through
More informationSection Storm Sewers STORM SEWERS PART 1 - GENERAL 1.01 SECTION INCLUDES. A. Storm Sewers. B. Abandonment of Storm Sewers
STORM SEWERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Storm Sewers B. Abandonment of Storm Sewers 1.02 DESCRIPTION OF WORK A. Construct storm sewers. B. Abandon storm sewers. 1.03 SUBMITTALS Comply with
More informationSECTION MANHOLES AND STRUCTURES. A. Section Includes: 1. Manholes for water, storm drain and sanitary sewer systems.
SECTION 33 05 13 MANHOLES AND STRUCTURES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Manholes for water, storm drain and sanitary sewer systems. B. Related Sections: 1. Section 03 20 00 - Concrete
More informationWaStop Check Valve System
WaStop Check Valve System Scan for more information Technical Guide D9.1 WaStop is a unique patented check valve that stops backflow in drains, providing reliable protection against pipe infiltration by
More informationMATERIAL SPECIFICATION FOR CIRCULAR AND ELLIPTICAL CONCRETE PIPE
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 1820 NOVEMBER 2012 MATERIAL SPECIFICATION FOR CIRCULAR AND ELLIPTICAL CONCRETE PIPE TABLE OF CONTENTS 1820.01 SCOPE 1820.02 REFERENCES 1820.03 DEFINITIONS
More informationSECTION HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS (PRESSURE PIPE)
SECTION 02623 HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS (PRESSURE PIPE) PART 1 - GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and install high density
More informationLIPUMAX GREASE SEPARATOR
ACO Passavant Installation guide LIPUMAX GREASE SEPARATOR AUTHOR Kate Jennings DATE COMPLETED 8 August 2016 v14 ACO Polycrete, 134-140 Old Bathurst Road, Emu Plains, NSW 2750 Tel: +61 2 4747 4000 Fax:
More information1. All underground utilities under railroad tracks shall be encased in a larger pipe or conduit called the casing pipe.
MTS Jack and Bore Design Criteria Note: For the purposes of this Design Criteria and subsequent Construction Notes, the term Jack and Bore is used generically to refer to a number of trenchless construction
More informationCITY UTILITIES DESIGN STANDARDS MANUAL
CITY UTILITIES DESIGN STANDARDS MANUAL () September 2017 Page Chapter 1 Acronyms and Definitions 1.01 Purpose 1 1.02 Acronyms 1 1.03 Definitions 3 Chapter 2 Introduction 2.01 Purpose 1 2.02 Applicability
More informationConcrete Pipe Jacking
Concrete Pipe Jacking Concrete Pipe Association of Australasia ACN 007 067 656 TECHNICAL BULLETIN CONTENTS ABSTRACT 1 INTRODUCTION 2 METHOD OF INSTALLATION 3 CONCRETE PIPE DESIGN 4 CONCRETE PIPE JOINT
More informationFacilities Development Manual
State of Wisconsin Department of Transportation Facilities Development Manual ORIGINATOR Director, Bureau of Highway Development PROCEDURE 13-25-35 CHAPTER 13 Drainage SECTION 25 Storm Sewer Design SUBJECT
More informationTRENCHLESS CONSTRUCTION (BORING, JACKING, AND TUNNELING)
PART 1 - GENERAL TRENCHLESS CONSTRUCTION (BORING, JACKING, AND TUNNELING) 1.01 SECTION INCLUDES A. Trenchless Installation of Carrier Pipe with Casing Pipe B. Trenchless Installation of Carrier Pipe without
More information11. Construction processes and materials Power House Maintenance Building Fuel Treatment Building...
Contents 11. Construction processes and materials... 11-2 11.1 Power House... 11-2 11.2 Maintenance Building... 11-2 11.3 Fuel Treatment Building... 11-3 11.4 Roads & Paths... 11-3 11.5 Fencing... 11-3
More informationCITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT
CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT Adopted by City Council: May 21, 2007 X:\General Eng\DESIGN STANDARDS\Engineering Design Standards
More informationPART VII - WATER SYSTEM DESIGN CRITERIA
PART VII - WATER SYSTEM DESIGN CRITERIA A. Water Distribution, General 1. The water system layout shall be approved by the City Engineer. The fire hydrant layout shall be approved by the Redwood City Fire
More informationWATER 6.1 GUIDELINES
6-1 6.0 WATER 6.1 GUIDELINES The requirements of the Queensland Water Resources Commission Guidelines for Planning and Design of Urban Water Supply Schemes shall be followed in general. The requirements
More information