CONDUIT INSPECTION REPORTING CODE
|
|
- Hilary Manning
- 6 years ago
- Views:
Transcription
1 WATER SERVICES ASSOCIATION OF AUSTRALIA CONDUIT INSPECTION REPORTING CODE OF AUSTRALIA WSA
2 Conduit Inspection Reporting Code of Australia WSA Third Edition Version 3.1 ORIGINATED AS AUSTRALIAN CONDUIT CONDITION EVALUATION MANUAL 1991 REVISED AND REDESIGNATED AS WSA SEWER INSPECTION REPORTING CODE OF AUSTRALIA REVISED AND RENAMED AS WSA VERSION 2.1 CONDUIT INSPECTION REPORTING CODE OF AUSTRALIA REPLACES WSA VERSION 2.2
3 WSA ACKNOWLEDGMENTS CONTENTS FOREWORD PREFACE CODE PURPOSE AND SCOPE MANDATORY AND INFORMATIVE APPENDICES INDUSTRY TRAINING AMENDMENTS SECTION 1 SCOPE AND GENERAL 1.1 SCOPE 1.2 DEFINITIONS Adjusting construction Asset Asset owner Benching Blister Breaking Breaking-Displaced Breaking-Missing Bulge Collapse Chamber Chamber unit Combined system Conduit Conduit unit Conduit unit length Connection Cracking Culvert Exfiltration Feature Finished surface level Gate slot Grade Gravity system Groundwater Infiltration Inflow Inspection length
4 3 WSA Inspection opening, IO Inspection shaft, IS Invert Joint Junction Landing Maintenance chamber, MC Maintenance hole, MH Maintenance shaft, MS Maintenance structure Masonry Node Operator Outfall Property connection fitting Property connection sewer Pressure main Receiving water Rehabilitation Renovation Repair Roots-Beard Sewage Sewer Sewerage Shaft Shear displacement Soffit Spalling Staging bars Subsoil drain Surface water Taper Terminal maintenance shaft, TMS T-seal or top hat liner Water Agency 1.3 REFERENCED DOCUMENTS 1.4 ABBREVIATIONS SECTION 2 REQUIREMENTS FOR THE CONDUCT OF INSPECTIONS 2.1 GENERAL 2.2 TRAINING AND ACCREDITATION OF PERSONNEL Operators Asset managers and contract managers 2.3 PLANNING THE INSPECTION
5 WSA PREPARATION OF CONDUITS AND MAINTENANCE STRUCTURES 2.5 CAMERA AND SCANNER General Capability Picture quality 2.6 CAMERA AND SCANNER OPERATION Position Speed 2.7 LINEAR MEASUREMENT 2.8 DATA DISPLAY DURING VIDEO PLAYBACK OR DIGITAL IMAGE ANALYSIS Conduits Maintenance structures 2.9 LASER PROFILING OF CONDUITS General Cleaning Water levels Camera position Speed limit Laser calibration 2.10 SONAR PROFILING OF CONDUITS General Cleaning Water levels Sonar position Speed limit Sonar calibration 2.11 MAXIMUM DEPTH OF FLOW 2.12 INSPECTION REPORT General Inspector s report Video record Photographs taken during camera inspection Video clips of camera inspection 2.13 PRELIMINARY GRADING OF INTERNAL CONDITION SECTION 3 INSPECTION OF CONDUITS THE DESCRIPTION AND ENCODING OF OBSERVATIONS 3.1 PURPOSE 3.2 METHODS OF INSPECTION 3.3 CONDUITS CODING SYSTEM 3.4 CONDUITS HEADER INFORMATION Recording of information Mandatory information Optional information
6 5 WSA Information to be provided by the asset owner 3.5 ENCODING OF OBSERVATIONS General Observation codes Main observation codes Sub-codes Characterisation sub-codes Quantification sub-codes Circumferential location Observation associated with a joint Longitudinal location Features within a specified length Continuous features Photograph reference Video location reference Video clips Specific remarks Logging procedures Defining location and direction of inspection Start of inspection Finish of inspection Inspection abandoned Inspection recommenced 3.6 CONDUIT HEADER CODES General Header codes to describe the location of the inspection Header codes for reporting inspection details Header codes for recording conduit details Header codes for recording miscellaneous information Change of codes for header information 3.7 CODES FOR REPORTING THE INSPECTION OF CONDUITS General Additional observations to be recorded Codes relating to the structural integrity of conduits Cracking C Breaking B Dropped invert DI Deformation D Collapsed conduit X Surface damage concrete SC Surface damage asbestos cement SAC Surface damage other SO Soil visible through defect SV Void visible through defect VV Porous conduits PP Codes specific to masonry conduits Displaced masonry units DMU Missing masonry units MMU Masonry unit separation MUS Masonry conduit collapsed XM Missing mortar MM
7 WSA Codes relating to the blockage and leakage of conduits Deposits on the wall and in the invert DE Exfiltration EX Infiltration I Obstruction OB Ingress of soil ING Roots R Codes relating to the performance of joints Displaced joint JD Defective seal joint JDS Defective joint weld JDW Codes relating to connections and junctions Connection CN Defective connection CX Junction JN Defective junction JX Codes relating to linings and repairs Lining defective LD Point repair PR Defective repair RX Codes relating to miscellaneous observations concerning the construction and performance of the conduit Atmosphere in the conduit GAS Flow in connecting conduit IF Water level WL Line of conduit deviates L Vermin V Miscellaneous codes relating to the administration of the inspection Start node ST Finish node FH General comment GC General photograph GP Loss of vision LOV Inspection (Survey) abandoned SA Codes for changing header information Change of lining LC Change of conduit material MC Change in conduit unit length PC Change of cross section SC Change in video volume reference TC SECTION 4 INSPECTION OF MAINTENANCE STRUCTURES THE DESCRIPTION AND ENCODING OF OBSERVATIONS 4.1 PURPOSE 4.2 METHODS OF INSPECTION 4.3 MAINTENANCE STRUCTURES CODING SYSTEM 4.4 MAINTENANCE STRUCTURES HEADER INFORMATION Recording of information Mandatory information Optional information
8 7 WSA Information to be provided by the asset owner 4.5 ENCODING OF OBSERVATIONS General Recording of information Main observation codes Sub-codes Characterisation sub-codes Quantification sub-codes Circumferential location Observation associated with a joint Descriptive location Vertical location Features at the same location Photograph reference Video location reference Video clips Specific remarks Logging procedures General Start of inspection Inspection abandoned 4.6 MAINTENANCE STRUCTURE HEADER CODES General Header codes to describe the location of the inspection Header codes for reporting inspection details Header codes for recording maintenance structure details Header codes for recording miscellaneous information 4.7 CODES FOR REPORTING THE INSPECTION OF MAINTENANCE STRUCTURES General Codes relating to structural integrity Cracking HC Breaking HB Deformation HD Collapsed structure HX Surface damage concrete HSC Surface damage other HSO Roots HR Codes specific to masonry structures Missing masonry units HMU Masonry unit separation HMS Missing mortar HMM Masonry maintenance structure collapsed HXM Codes relating to connections and their flows Connection type HCN Connecting conduit HCP Defective connection HCX Defective drop pipe HDP Flow in connecting conduit HIF Sealed conduit through maintenance structure HSP Codes relating to observations made above the benching
9 WSA Corrosion barrier layer defect HCB Defective cover and/or frame HCF Defective step, ladder or staging bar HSL Devices under cover or grate HGT Defective devices under cover or grate HGX Lifting hole HLH Defective lifting hole HLX Codes relating to joints and jointing Displaced joint HJD Codes relating to linings and repairs Defective lining or coating HLD Point repair or rehabilitation HPR Defective repair or rehabilitation HRX Codes relating to observations of the benching, channel and main flow Defective channel HCH Flow control HFC Defective flow control device HFX Safety bars and chains HSC Defective safety bars and chains HSX Silt trap in invert HTS Water level HWL Miscellaneous observations Atmosphere within the maintenance structure HGA Deposits HDE Exfiltration HEX General comment HGC General photograph HGP Infiltration HI Other obstacles HOB Vermin HV Miscellaneous codes relating to the administration of the inspection Start feature HST Inspection completed HFH Inspection (Survey) abandoned HAS Codes for changing header information during an inspection Change video volume reference HTC Change of material HMC TABLES 2.1 Maximum Depth Of Flow At Commencement Of Inspection 3.1 Values Of Clock Face References FIGURES 1.1 Illustration Of Typical MH Features 3.1 Examples Of Clock Face References 3.2 Reference Points For Longitudinal Location 4.1 Clock Face References In Shafts Of Maintenance Structures
10 APPENDICES A B C D E F G H I Format for Electronic Transfer of Coded Data Acronyms Scoring of Defects and the Preliminary Grading of Apparent Condition of Sewers Scoring of Defects and the Preliminary Grading of Apparent Condition of Stormwater Drains Scoring of Defects and the Preliminary Grading of Apparent Condition of Maintenance Structures Defect Explanations for Cracking, Fracturing, Breaking and Collapse of Rigid Conduits and Maintenance Structures Summary of Main Codes for Describing Conduit Condition Summary of Main Codes for Describing Maintenance Structures Compendium of Defects and Features
SEWERAGE DESIGN STANDARD
SEWERAGE DESIGN STANDARD Supplementary Information to the WSAA Sewerage Code of Australia WSA 02-2014-3.1 Melbourne Retail Water Agencies Edition Version 2 Western Water January 2018 Executive Summary
More informationCCTV Inspection report
CCTV Inspection report Underground Drainage Property address: 39 Sample Street Weymouth Dorset DT1 1AA Conditions of survey Maintain UK Drains Ltd has made every concerted attempt to produce a qualitative
More informationSpecial Provision No. 104S02 April Section of OPSS 421 is amended by the addition of the following reference:
AMENDMENT TO OPSS 421, NOVEMBER 2013 Special Provision No. 104S02 April 2014 Post Installation Inspection 421.02 REFERENCES Section 421.02 of OPSS 421 is amended by the addition of the following reference:
More informationSewerage Code WSA Addendum PART 4 - CONSTRUCTION
Addendum to the Water Industry Technical Standards and National Codes of Practice DOCUMENT W2 Sewerage Code WSA 02-1999 Addendum PART 4 - CONSTRUCTION Gippsland Water Business Management System Detailed
More informationHobart City Council Close Circuit Television (CCTV) Inspection Specification
Hobart City Council Close Circuit Television (CCTV) Inspection Specification Notes: Rates for all the optional extras are required such as day work, night work, urgent call out, minimum call out fee, etc.
More informationMG DRAINAGE LTD UNIT 10, AVEBURY COURT, MARK ROAD HEMEL HEMPSTEAD, HP2 7TA t: f:
F.A.O: SITE: WORKS DATE: - SURVEY DESCRIPTION: Survey of below ground drainage part of PAGES: 1 to 5 + diagram SUMMARY: The survey and investigation was instructed further to rodent problems at the property
More informationJordan Road Area CCTV Inspection Analysis
TEHNIAL MEMORANDUM Jordan Road Area TV Inspection Analysis PREPARED FOR: Honorable Lynn Eisentrout, Mayor ouncilmember Brian Wolf, hair Service ommittee OPY TO: PREPARED BY: H2M DATE: March 31, 2017 PROJET
More information17/03/2017 CONTENTS. Real Cases Studies in the Region for Pipelines Inspection & Rehabilitation. Introduction CONTENTS. Introduction / Cont.
E M I R A T E S Real Cases Studies in the Region for Pipelines Inspection & Rehabilitation i) Introduction Dubia, UAE 14 March 2017 Trenchless Middle East Faiz Alelweet & Eng. Hamza Ali Maintenance Manager
More informationGravity Sewerage Code of Australia WSA
Gravity Sewerage Code of Australia WSA 02 2014-3.1 Melbourne Retail Water Agencies Edition (Including City West Water, South East Water & Yarra Valley Water) Version 2 Previous edition WSA 02:2002-2.3
More informationIran (
An Investigation of Structural Design Effect on Sewer System Defects Using Sewer Inspection Robot N. Mehrdadi 1, S. M. Tafazoli 2, S. M. Ghaneeizad 3 1 Faculty of Environment, University of Tehran, Tehran,
More informationAI-04-CCTV INSPECTION OF CONSTRUCTION WORKS
AI-04-CCTV INSPECTION OF CONSTRUCTION WORKS Ver.1 Date: October 2014 1. SCOPE This section covers inspection of newly constructed pipelines before they are put into service, and of existing pipelines before
More informationGRAVITY SEWERAGE CODE
WATER SERVICES ASSOCIATION OF AUSTRALIA GRAVITY SEWERAGE CODE OF AUSTRALIA WSA 02 2014 Gravity Sewerage Code of Australia WSA 02 2014 Third Edition Version 3.1 Previous edition WSA 02:2002-2.3 CONTENTS
More informationHydraulic Updates. History of 603/604
Ohio Department of Transportation John R. Kasich, Governor Jerry Wray, Director Hydraulic Updates SS 802 Constructing and Inspecting Pipe Culverts, Sewers, Drains and Drainage Structures AND SS 902 Conduit
More informationSECTION 39 - MANHOLES TABLE OF CONTENTS
Section SECTION 39 - MANHOLES TABLE OF CONTENTS Page 39-1 GENERAL... 39.1 39-2 CONCRETE MANHOLES... 39.1 39-2.01 NOT USED... 39.1 39-2.02 Concrete Storm Drain Manholes... 39.1 39-3 SADDLE SEWER MANHOLES...
More informationCondition Assessment Report Sanitary Sewer Systems...
Assessment Report Sanitary Sewer Systems... Prepared for Burbank Sanitary District Date: July 14, 2014 Submitted by: Richard K. Tanaka, District Manager Burbank Sanitary District CCTV VIDEO REVIEW AND
More informationSupplementary 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 informationSEWERAGE CODE. of Australia. WSA Version 2.3
SEWERAGE CODE of Australia WSA 02-2002 Version 2.3 Sewerage Code of Australia WSA 02 2002 Second Edition Version 2.3 Previous edition WSA 02 1999 CONTENTS PREFACE 6 INTRODUCTION 9 PART 0: GLOSSARY OF TERMS
More informationKING GEORGE PLAYING FIELDS COURT STREET TONYPANDY CF402RJ
KING GEORGE PLAYING FIELDS COURT STREET TONYPANDY CF402RJ : 1 Project Information Client Details: BRECONGATE Site Details: KING GEORGE PLAYING FIELDS COURT STREET TONYPANDY CF402RJ Contractor Details:
More informationFORM 1 S Design Certification List - Wastewater Agreements
FORM 1 S Design Certification List - Wastewater Agreements Job Description Location Developer / Owner Developer / Owner Contact Details Consultant Gippsland Water Drawing Numbers Notes: 1 Where the word
More informationSPECIFICATIONS FOR PREMIER-PIPE USA CURED-IN-PLACE TECH LINER
SPECIFICATIONS FOR PREMIER-PIPE USA CURED-IN-PLACE TECH LINER 1. General Statement: This specification is for the Cured in Place Pipe process (CIPP) of pipe rehabilitation using a glass fiber reinforced
More informationSECTION BORING AND/OR JACKING PIPE
02910-1 of 6 SECTION 02910 BORING AND/OR JACKING PIPE 02910.01 GENERAL A. Description Boring and/or jacking pipe shall include, but not necessarily be limited to, furnishing and installing carrier pipe
More informationNotes for Guidance on the Specification for Road Works Series NG CCTV Survey of Road Drainage Systems
Notes for Guidance on the Specification for Road Works Series NG 2900 - Road Drainage Systems CC-GSW-02900 January 2009 CC Construction & Commissioning Standards TRANSPORT INFRASTRUCTURE IRELAND (TII)
More informationSECTION TV1 TELEVISION INSPECTION OF SEWERS AND DRAINS GENERAL
SECTION TV1 TELEVISION INSPECTION OF SEWERS AND DRAINS GENERAL The work covered under this section consists of furnishing all equipment, labor, materials, and supervision as required to inspect the interior
More informationSewer Audit - Design Checklist Gravity sewers, sewage pumping stations and pressure sewers
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
More informationSewerage Code WSA Addendum PART 3 STANDARD DRAWINGS
Addendum to the Water Industry Technical Standards and National Codes of Practice DOCUMENT W2 Sewerage Code WSA 02-1999 Addendum PART 3 STANDARD DRAWINGS Gippsland Water Business Management System Detailed
More informationDEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION. Section 550 Storm Drain Pipe, Pipe-Arch Culverts, and Side Drain Pipe
Revised: October 25, 2007 Revised: June 11, 2010 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION Section 550 Storm Drain Pipe, Pipe-Arch Culverts, and Side Drain Pipe Delete Section 550
More informationSewerage Code of Australia
TM W A T E R S E R V I C E S of Australia a A S S O C I A T I O N Sewerage Code of Australia Melbourne Retail Water Agencies Edition Version 1.0 City West Water L I M I T E D WSA 02 2002 Sewerage Code
More informationGRAVITY SEWERAGE CODE OF AUSTRALIA. Hunter Water Corporation Edition Version 2
GRAVITY SEWERAGE CODE OF AUSTRALIA Hunter Water Corporation Edition Version 2 WSA 02 2014 WSA 02-2014.3.1 2 PREFACE INTRODUCTION CONTENTS PART 0: GLOSSARY OF TERMS AND ABBREVIATIONS I Glossary of Terms
More informationPipeline Condition Assessment. The Essential Engineering Step in the Asset Management Process
Pipeline Condition Assessment. The Essential Engineering Step in the Asset Management Process Tom Sangster. Principal, Jason Consultants Group, Geneva, Switzerland Synopsis Condition assessment is a critical
More informationPROJECT UNDERSTANDING
Exhibit A 2012 Sewer Interceptor Condition Assessment Project Scope of Basic Services PROJECT UNDERSTANDING The City of Reno (City) has approximately 754 miles of Sanitary Sewer pipelines ranging from
More informationSewerage Code of Australia
WATER SERVICES ASSOCIATION OF AUSTRALIA Sewerage Code of Australia Sydney Water Edition 1 - Version 3 Sydney WSA 02 2002 Sewerage Code of Australia WSA 02 2002-2.2 Sydney Water Edition Version 3 Previous
More informationAI-05-CCTV INSPECTION OF EXISTING PIPELINES PRIOR TO OTHER WORKS
AI-05-CCTV INSPECTION OF EXISTING PIPELINES PRIOR TO OTHER WORKS Ver.1 Date: October 2014 1. SCOPE This section covers the inspection of existing sewer and stormwater pipelines before and after the construction
More informationCITY OF TAMPA ADDENDUM NO. 1. DATE: September 15, Contract 11-C-00001; Wastewater Sewer Rehabilitation by Cured-in-Place Pipe (C.I.P.P.
CITY OF TAMPA Pam Iorio, Mayor CONTRACT ADMINISTRATION DEPARTMENT David L. Vaughn, AIA, Director ADDENDUM NO. 1 DATE: September 15, 2010 Contract 11-C-00001; Wastewater Sewer Rehabilitation by Cured-in-Place
More information207 TEMPORARY SEDIMENT AND EROSION CONTROLS
2013 Construction and Material Specifications Hydraulics and Environmental Summary Ron Trivisonno, Office of Construction Administration 207 TEMPORARY SEDIMENT AND EROSION CONTROLS This item has been removed
More informationAvlopp Kondition hos markförlagda avloppsledningar och brunnar Del 2: Metod för beskrivning och kodning
SVENSK STANDARD SS-EN 13508-2 Fastställd 2003-12-12 Utgåva 1 Avlopp Kondition hos markförlagda avloppsledningar och brunnar Del 2: Metod för beskrivning och kodning Conditions of drain and sewer systems
More informationThe Rehabilitation of Existing Building Drains and Building Sewers by the
Inversion or Pulled-in-Place Method and Curing of Resin-impregnated Tube Page 1 of 7 www.icc-es.org/pmg (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council PROPOSED PMG LISTING
More informationSS 207 Junction Sealing for Circular Non Man Entry Sewer Pipe
Standard Specification SS 207 Junction Sealing for Circular Non Man Entry Sewer Pipe Version 1 1 General 1.1 Intent The intent of this specification is to define the requirements for rehabilitating and
More informationLateral Thinking The Key To Meeting Sewer Infiltration Reduction Targets & Lowering Operating Costs
Lateral Thinking The Key To Meeting Sewer Infiltration Reduction Targets & Lowering Operating Costs John Monro Interflow Pty Limited Keywords: house service line, lateral, infiltration reduction, rehabilitation,
More informationWastewater Collection System Condition Assessment. Putting it all Together
Wastewater Collection System Condition Assessment Putting it all Together Drivers for CAP CMOM and SSOI Commitment 10-year Program to inspect the entire Collection System Asset Management Approach to Identify
More informationMWRD Infiltration and Inflow Control Program Compliance Update. Committee of the Whole Meeting April 3, 2018
MWRD Infiltration and Inflow Control Program Compliance Update Committee of the Whole Meeting April 3, 2018 Presentation Outline Background on MWRD s Watershed Management Ordinance Wastewater, Infiltration
More informationSECTION STORM DRAIN REHABILITATION. 1. Protection of environment; Section O Trench excavation, backfill, and compaction; Section
02540-1 of 10 SECTION 02540 STORM DRAIN REHABILITATION 02540.01 GENERAL A. Description Storm drain rehabilitation shall include, but not necessarily be limited to, pipe joint sealing, inlet and manhole
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 informationNASSCO S PACP/MACP Overview
NASSCO S PACP/MACP Overview Irvin Gemora, Executive Director NASSCO, Inc. Owings Mills, MD Rod Thornhill, PE White Rock Consultants Dallas, Texas Summary Of TV Inspection History Only been around about
More informationProcess Specification. Structural Rehabilitation & Corrosion Protection for Circular Structures in Wastewater Collection and Potable Water Systems
Process Specification Structural Rehabilitation & Corrosion Protection for Circular Structures in Wastewater Collection and Potable Water Systems SECTION 1: GENERAL 1.01 DESCRIPTION This specification
More informationTHE SPECIALIST FOR NO DIG REHABILITATION
THE SPECIALIST FOR NO DIG REHABILITATION DN 50 to DN 250 Private and public drainage Housing management Industry HIGH DEMAND FOR PIPE REHABILITATION The total length of drainage systems on private and
More informationSEWER TELEVISING & REPAIRS. Adam Tierney Business Development Manager Northern Pipe, Inc.
SEWER TELEVISING & REPAIRS Adam Tierney Business Development Manager Northern Pipe, Inc. AGENDA Purpose of CCTV Inspections Equipment NASSCO (National Association of Sewer Service Companies) Inspection
More informationImproved Inflow & Infiltration (I&I) Monitoring Program
City of Abbotsford Improved Inflow & Infiltration (I&I) Monitoring Program Submission For 2009 UBCM Community Excellence Awards Best Practices City of Abbotsford Improved Inflow & Infiltration (I&I) Monitoring
More informationSTATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 834 CONDUIT RENEWAL USING RESIN BASED LINER.
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 834 CONDUIT RENEWAL USING RESIN BASED LINER 834.01 Description 834.02 Materials 834.03 Shipment and Storage 834.04 Submittals 834.05
More informationSECTION IRRIGATION PIPELINE LINING (CURED-IN-PLACE PIPE)
SECTION 02518 IRRIGATION PIPELINE LINING (CURED-IN-PLACE PIPE) PART 1 GENERAL 1.01 SECTION INCLUDES A. Irrigation pipeline lining, as herein specified, consists of installing pipe liner by trenchless methods
More informationSanitary Sewer Design. Sanitary Sewers, Page 1
Sanitary Sewer Design Sanitary Sewers, Page 1 Sanitary Sewers, Page 2 Sanitary Sewer Design sanitary sewers collect and transport domestic and industrial wastes via gravity flow the ultimate destination
More informationSECTION XXXXX CHEMICAL GROUTING
SECTION XXXXX CHEMICAL GROUTING PART 1 -- GENERAL 1.01 SCOPE OF WORK A. Provide all labor, materials, accessories, equipment, and tools required for the rehabilitation, infiltration reduction, and root
More informationCITY OF FRIENDSWOOD TECHNICAL SPECIFICATIONS SECTION 00005B TABLE OF CONTENTS ***CITY OF FRIENDSWOOD TECHNICAL SPECIFICATIONS***
00005B *** *** BOLD ITALICIZED Item is bound within this specification manual. Regular non-italicized Item is not bound within this specification manual, however item is part of the contract. Contents
More informationSECTION SANITARY SEWERAGE PART 1 GENERAL 1.01 RELATED DOCUMENTS
SECTION 02530 - SANITARY SEWERAGE PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,
More informationINDIANAPOLIS DEPARTMENT OF CAPITAL ASSET MANAGEMENT COMBINED SEWER INFRASTRUCTURE ASSESSMENT. Final Report. Greeley and Hansen.
INDIANAPOLIS DEPARTMENT OF CAPITAL ASSET MANAGEMENT COMBINED SEWER INFRASTRUCTURE ASSESSMENT Final Report Greeley and Hansen June 1996 A. Introduction The collapse of old sewers can result, and in other
More informationSEWERAGE CODE OF AUSTRALIA
SEWERAGE CODE OF AUSTRALIA Sydney Water Edition Version 4 2017 WSA 02 2002-2.2 Sewerage Code of Australia WSA 02 2002-2.2 Sydney Water Edition Version 4 Previous edition WSA 02 1999 Previous Sydney Water
More informationCity of Lawrence, Kansas
Table of Contents 1 EXECUTIVE SUMMARY... 1-1 1.1 General Overview... 1-1 1.2 Phase 1 Field Investigation Findings... 1-3 1.2.1 Public Sector Inflow/Infiltration Sources... 1-3 1.2.2 Private Sector Inflow/Infiltration
More informationCorporation & Owner Responsibility for Sewer Blockages Procedure
Corporation & Owner Responsibility for Sewer Blockages Procedure COR/09/927 September 18 Document Details REVIEW DATE - Business Owner Procedure Corporation & Owner Responsibility for Sewer Blockages Procedure
More informationAS/NZS :2015. Plumbing and drainage AS/NZS :2015. Part 2: Sanitary plumbing and drainage. Australian/New Zealand Standard
AS/NZS 3500.2:2015 Incorporating Amendment No. 1 and 2 Australian/New Zealand Standard Plumbing and drainage Part 2: Sanitary plumbing and drainage Superseding AS/NZS 3500.2:2003 AS/NZS 3500.2:2015 AS/NZS
More informationSUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION TABLE OF CONTENTS
PREFACE AND CITY ENGINEER S LETTER INDEX OF STANDARD DRAWINGS DIVISION 100 GENERAL CONDITIONS ARTICLE 1 DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms ARTICLE 2 PRELIMINARY MATTERS 2.01 Delivery of Bonds
More informationPolysewer Gravity Sewer System SPECIFICATION
Polysewer Gravity Sewer System SPECIFICATION July 2014 SCOPE OF WORKS To meet the specific performance criteria detailed within this specification and accompanying drawings. The completed drainage systems
More informationCONSTRUCTION SPECIFICATION FOR NEW MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 407 NOVEMBER 2015 CONSTRUCTION SPECIFICATION FOR NEW MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION TABLE OF CONTENTS 407.01
More informationTABLE OF CONTENTS. Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES. Chapter 4 - SANITARY SEWER. Chapter 5 - STORM SEWER
Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES Chapter 4 - SANITARY SEWER Chapter 5 - STORM SEWER Chapter 6 - EXCAVATION, TRENCING, BACKFILLING, AND BEDDING Chapter 11 - CONCRETE CURBS, CURB
More informationTown of New Castle, New Hampshire Sewer Infrastructure Evaluation
Town of New Castle, New Hampshire Sewer Infrastructure Evaluation March 2016 EXECUTIVE SUMMARY The Town of New Castle (Town) is working collaboratively with the City of Portsmouth (City) to consider options
More information4.1 Sewer System Mapping
A preventive and proactive Operations and Maintenance (O&M) Program is the basis of a well-run sewer collection system. It describes what work is done on a regular basis to the collection system mains,
More informationSTORMWATER ASSET MANAGEMENT:
STORMWATER ASSET MANAGEMENT: DEFINING THE ASSETS CONDITION John Martin, City of Sylvan Lake Nicole Selais, Hubbell, Roth & Clark, Inc. Janice Lerg, Hubbell, Roth & Clark, Inc. MWEA WATERSHED & STORMWATER
More informationGreater Dublin Strategic Drainage Study Regional Drainage Policies- Volume 4 Inflow Infiltration & Exfiltration
3 EXFILTRATION 3.1 Introduction As stated in the Introduction, exfiltration causes reduced flows in the sewerage system, due to leaks and outflows from faults in the fabric of the system. Exfiltration
More informationSECTION 1 TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-3 ABBREVIATIONS Common Usage.
SECTION 1 TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-3 ABBREVIATIONS. 1-3.2 Common Usage. Abbreviations Word or Words PAV.Pressure Aging Vessel PCC..Portland Cement Concrete PE.Polyethylene
More informationDrexus Pave Drain. Linear Channel. Water Management. Water Linear Management Drainage Design Guide Drexus Pave Drain Linear Drainage Channel
Linear Channel Water Management Linear Channel Drexus Pave Drain Textured Silver Grey Textured Charcoal Textured Buff D400 Yorkstone, Scoutmoor Mid Grey Granite Silver Grey Granite Drexus Pave Drain Concrete
More informationSection WATER LINE IN TUNNELS
PART 1 GENERAL 1.01 SUMMARY Section 02517 This Section includes handling, transporting, and installing water line in primary liner tunnels, including invert cleanup and blocking and water line in casings
More informationSPECTRASHIELD. Total System for Manholes (Brick/Concrete)
SPECTRASHIELD Total System for Manholes (Brick/Concrete) PART I GENERAL 1.01 DESCRIPTION The work described within details a complete program for manholes. This section details the methods, procedures,
More informationThe Importance of Proper Inspection. Rocky Capehart
The Importance of Proper Inspection Rocky Capehart How Do We Help Prevent: PROPER INSPECTION All of the below should be performed as specified in the contract documents: product specified is being used,
More informationThis type of masonry shall consist of brick laid in full beds of cement mortar.
SECTION 11.0 DRAINAGE STRUCTURES 11.01 Scope of Work This item shall consist of installation and construction of storm drainage pipes, culverts, basins, headwalls, manholes, junction boxes, head ditches,
More informationMr. Paul Dunlap, California Department of Water Resources
Memorandum To: From: Mr. Paul Dunlap, California Department of Water Resources Oroville Dam Spillway Incident Independent Forensic Team Date: September 5, 2017 Re: Interim Status Memorandum Introduction
More informationSPECIAL SPECIFICATION 5787 Manhole Rehabilitation
2004 Specifications CSJ 1062-04-047 SPECIAL SPECIFICATION 5787 Manhole Rehabilitation 1. Description. Repair, rehabilitate, or replace deteriorated, leaking, or structurally unsound existing sanitary sewer
More informationSECTION STORM DRAINAGE UTILITIES. B. Section : Site Restoration and Rehabilitation
SECTION 33 40 00 STORM DRAINAGE UTILITIES 1. PART 1 GENERAL 1.1 RELATED WORK A. Section 31 23 00: Excavation and Fill B. Section 32 00 01: Site Restoration and Rehabilitation C. Special Conditions for
More information1. Division 01 Section General Requirements - Temporary Facilities and Controls. 2. Division 31 Section Earthwork.
PAGE 334000-1 SECTION 334000 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 informationSEwEr rehabilitation Spr technologies
SEwer rehabilitation spr technologies SEKISUI SPR s rehabilitation technologies FOR SEWER REHABILITATION SEKISUI SPR is synonymous with the development and implementation of trenchless pipe rehabilitation
More informationFAULTS FOUND IN SEWER PIPES, CAUSES AND REMEDIES
INTERNATIONAL SCIENTIFIC CONFERENCE CIBV 2014 7-8 November 2014, Braşov FAULTS FOUND IN SEWER PIPES, CAUSES AND REMEDIES T. V. CHIRA 1 Abstract: In the contents of the paper, the author presents several
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 informationPut Your Drainage Asset Management System to Work
Put Your Drainage Asset Management System to Work NHEC August 2014 Bonnie Peterson MnDOT Hydraulics My Function in Hydraulic Infrastructure: Train and support Inspectors, data users and Hydraulic Engineers
More informationTHE COSTS FOR ACCESSING THE SEWER SHALL BE INCLUDED IN THE VARIOUS UNIT PRICES BID. THE UNIT COSTS SHALL INCLUDE ANY AND ALL ACCESS TO THE SEWER.
Contract Drawings For FY18 Gravity Sewer and Manhole Rehabilitation TRAVELERS REST TAYLORS Frazier Project No. WCRSA-035 Greenville, South Carolina March 2018 GREENVILLE FIVE FORKS GANTT BASIN 650 SIMPSONVILLE
More informationWastewater Capital Projects Management Standard Construction Specification
CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 10.1 PRECAST CONCRETE PIPE 10.1.1 General This section covers material requirements,
More informationCONSTRUCTION SPECIFICATION FOR PIPELINE INSTALLATION BY TUNNELLING
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 415 NOVEMBER 2013 CONSTRUCTION SPECIFICATION FOR PIPELINE INSTALLATION BY TUNNELLING TABLE OF CONTENTS 415.01 SCOPE 415.02 REFERENCES 415.03 DEFINITIONS
More informationLeveraging GIS Data to Prevent Water Pollution. Presented By: Mike Homenuke, EIT Kerr Wood Leidal Associates Ltd. (KWL)
Leveraging GIS Data to Prevent Water Pollution Presented By: Mike Homenuke, EIT Kerr Wood Leidal Associates Ltd. (KWL) URISA BC Environmental Decision Making with GIS June 10, 2008 Overview Sewers and
More informationSection 404. UNDERDRAINS
404.01 Section 404. UNDERDRAINS 404.01. Description. This work consists of constructing and installing underdrains, foundation underdrains, Prefabricated Drainage Systems (PDS), and underdrain outlets.
More informationCITY OF TAMPA ADDENDUM NO. 3. DATE: February 15, 2017
CITY OF TAMPA Bob Buckhorn, Mayor CONTRACT ADMINISTRATION DEPARTMENT Michael W. Chucran, Director ADDENDUM NO. 3 DATE: February 15, 2017 Contract 16-C-00027; Ragan Park Restroom Improvements - Rebid Bidders
More informationCity of Wentzville. Standard Specifications and Construction Details Amendment List
Amendment No. 1 Standard Specifications and Construction Details Amendment List Date: September 21, 2009 Subject: SCD 700.23 - Residential Entrance Layout and drawing revised to more clearly show the location
More informationSITE PLAN CERTIFICATION REQUIREMENTS Rev 2 May 25, 2017
SITE PLAN CERTIFICATION REQUIREMENTS Rev 2 May 25, 2017 I. CONSTRUCTION PREREQUISITES 1.1. Pre-construction Survey A preconstruction survey of all existing infrastructure within the right of way (ROW)
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 informationBelow ground System of pipework required to carry waste fluids from building to disposal site.
1 Below ground System of pipework required to carry waste fluids from building to disposal site. Disposal site County Council sewage treatment facility. Septic tank system or alternative systems 2 1. Layout
More informationREGIONAL CONSTRUCTION STANDARDS
REGIONAL CONSTRUCTION STANDARDS SIXTH EDITION Publication Update 6.5 (Full Committee Approved Proposed Revision 6.5 Storm Sewer Joint Wrap - Section 302 As Publication Update 6.5) March 27, 2018 Copyright
More informationCured-in-Place Pipe (CIPP) for Pressure Pipe. Presented by: Mike Moore
Cured-in-Place Pipe (CIPP) for Pressure Pipe Presented by: Mike Moore CIPP Proven Technology Introduced over 45 years ago Most used trenchless technology for the rehabilitation of gravity flow pipeline
More informationRequirements for Measuring and Pricing of Drainage and Service Ducts
Requirements for Measuring and Pricing of Drainage and Service Ducts October 2016 TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS About TII Transport Infrastructure Ireland (TII) is responsible for
More informationConcrete stormwater drainage pipelines - acceptance using CCTV inspection
Concrete stormwater drainage pipelines - acceptance using CCTV inspection Patrick V McGuire, Executive Director, Concrete Pipe Association of Australasia Dr Norwood Harrison, Technical Support Manager,
More informationDECOU ROAD BRIDGE. Municipal Structure Inspection Form NORFOLK COUNTY. Site Number DECOU ROAD, SIMCOE. 1.Okm E of Willow Drive
NORFOLK COUNTY DECOU ROAD BRIDGE Site Number 000003 DECOU ROAD, SIMCOE 1.Okm E of Willow Drive Ontario Structure Inspection Manual - Inspection Form Site Number: 000003 Inventory Data: Structure Name Decou
More informationAustralian Standard. Cement mortar lining of steel pipes and fittings AS AS 1281
AS 1281 2001 AS 1281 Australian Standard Cement mortar lining of steel pipes and fittings This Australian Standard was prepared by Committee WS-009, Rolled and Welded Steel Pipes. It was approved on behalf
More informationTOWN OF WINDSOR CONCRETE RATING GUIDE
TOWN OF WINDSOR CONCRETE RATING GUIDE December 2007 TOWN OF WINDSOR Engineering Department Concrete Rating Guide The Concrete Rating system is designed to prioritize concrete replacement and assist in
More informationCounty of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS
County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS SECTION 39 MANHOLES 39-1 GENERAL Sewer and storm drain manholes, consisting of precast concrete manholes or
More informationCondition Assessment Breakthrough for Asbestos Cement Pipes. Csaba Ékes, PhD, PGeo SewerVUE
Condition Assessment Breakthrough for Asbestos Cement Pipes Csaba Ékes, PhD, PGeo SewerVUE CCTV Visual only Qualitative Operator dependent Often unreliable, especially in large diameter trunks and interceptors
More informationSECTION 501 GRAVITY SEWERS. U. No pipe length used shall be less than 5 feet.
SECTION 501 GRAVITY S PART 2 MATERIALS 2.1 PIPE SIZE, TYPE, AND STRENGTH D. Only concrete or polyvinyl chloride sewer pipe shall be used for sewer line construction unless otherwise approved by the City
More information