Policy Guidance Notes and Requirements



Similar documents
Building over or close to a public sewer

Greater Dublin Strategic Drainage Study Regional Drainage Policies - Volume 2 New Development

BUILDING OVER OR NEAR WATER & SEWER MAINS POLICY

Guide to working on Public Sewers

ALL YOUR DRAINAGE NEEDS. Tel:

Water Leakage & Your Responsibilities

Sewers and Drains A GUIDE TO MAINTENANCE RESPONSIBILITIES

MAP KEYS GLOSSARY FOR THE DRAINAGE AND WATER REPORT

Storm Sewer Trenchless Upgrade Alternatives and Recommendations

CORPORATION OF THE CITY OF BURLINGTON SPECIFICATION INDEX FOR CCTV VIDEO INSPECTION OF PROPOSED STORM SEWERS (SPEC. NO. SS7) 1. Scope of Work SS7-1

March 2006 DIVISION 3 - CW 2140-R3 TABLE OF CONTENTS

EXCAVATION AND PILING NEAR SEWERS, STORMWATER DRAINS AND WATER MAINS

STANDARD OPERATING INSTRUCTION SOI-GVW-198 CCTV Inspection of Sewerage Reticulation Works 1 PURPOSE 2 REFERENCES 3 DEFINITIONS

SECTION IX SLIP LINING PIPELINES

Mandatory Part 1.4 BUILD OVER OR NEAR SEWERS, STORMWATER DRAINS AND WATER MAINS

Quick Guide to Application for Clearance for Drainage Works for issuance of Certificate of Statutory Completion (CSC) Minor Project

SECTION CLEANING AND CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION OF SEWER PIPE

Beacon Hill Sewer District Standard Specifications

Utilities and existing services

San Antonio Water System Standard Specifications for Construction ITEM 866 SEWER MAIN TELEVISION INSPECTION

Additional Services Agreement. Part 3: Schedule of our requirements

APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE

Exhibit A. Rules and Regulations for House Connections and Sewer Extensions

Your Guide to Household Water Metering

CLEANING, INSPECTION, AND TESTING OF SEWERS

City of Balch Springs, Texas. Request for Proposal (RFP ) Pipe Bursting Sewer Line Replacement

Application for a new connection to the public sewer network under the provisions of sections 106 & 102 of the Water Industry Act 1991

East Riding of Yorkshire Council

SEWER CLEANING, INSPECTION AND ASSESSMENT

The checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm:

Essential Water. Customer Charter

Adoption of sewers Section 104 of the Water Industry Act 1991

We love the drains you hate! A partner you can depend on to deliver dedicated drainage maintenance services, 24 hours a day, 365 days a year

City of Regina Standard Construction Specification SECTION 1320 SEWERMAIN TESTING

Precast Manhole Sections and Castings. These items shall conform to Section 31, "Storm Drain Installation," of these Standard Provisions.

GUIDELINES FOR DESIGNERS BUILDING AND CONSTRUCTION WORKS WITHIN PROXIMITY TO CORPORATION SERVICES

guidance notes Form C

San Antonio Water System Standard Specifications for Construction ITEM NO POINT REPAIRS AND OBSTRUCTION REMOVALS

CCTV of Stormwater Systems. Cairns Regional Council. Commentary Guidelines #

guide for obtaining new water and waste water services

PART 5 : WASTEWATER DRAINAGE

A Property Owner s Guide

Guidance on applying for approval of installation of a commercial onsite wastewater system

Section 4. Sewer Testing

Severn Trent Water Ltd has undergone a massive investment programme in the River Tame catchment over the

VIDEO INSPECTION AND LASER PROFILING IN FLORIDA. AASHTO SOC Conference Larry Ritchie, FDOT August 14, 2013

Type of Sewer Systems. Solomon Seyoum

VERIFICATION TESTING GUIDELINES FOR CONTRACTORS

812-3 LIMITATIONS: b. No fire hydrant shall be obstructed or used when there is a fire in the area.

INSTALLATION OF INSITUFORM LINER

CITY OF DULUTH PRIVATE SEWER SERVICE GRANT PROGRAM PROGRAM GUIDELINES

CITY OF PINOLE SEWER LATERAL ADMINISTRATIVE GUIDELINES

Guidance Notes: GARDEN FLOODING

ATTACHMENT 3: SPECIFICATION FOR SEWER CLEANING

Your guide to sewer flooding

CITY OF ST. CA THARINE S. cn- Olc.4 BY-LAW NO. WHEREAS the Council of the Corporation of the City of St. Catharines, is

SECTION STORM DRAINAGE TABLE OF CONTENTS

STANDARD SPECIFICATIONS SECTION CLOSED CIRCUIT TELEVISION INSPECTION OF SEWER MAINS, MANHOLES AND LATERALS

City of Bakersfield Public Works Department Sewer System Management Plan December 2014

Application for the Alteration of a Gas Supply

A quick guide to our floodcare scheme

STANDARD SPECIFICATIONS SECTION CLOSED CIRCUIT TELEVISION INSPECTION OF SEWER MAINS, MANHOLES AND LATERALS

Drainage. Information for those with problem drains

Section 402. STORM SEWERS

SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT

SECTION 812 SEWER LINE, MANHOLE AND WET WELL CLEANING

Standard Specification for the Laying of Sewer Lines and Appurtenances in the Hurunui District

ATTACHMENT 2: SPECIFICATION FOR SEWER CCTV VIDEO INSPECTION

Practice Note

Introduction. Contents. General. Materials and workmanship. Diagrams. Other regulations. References

Geotechnical Building Works (GBW) Submission Requirements

City of Colfax ORDINANCE NO. 499 ORDINANCE REQUIRING TESTING, INSPECTION, REPAIR AND REPLACEMENT OF BUILDING SEWER LATERALS

City of Hillsboro Inflow and Infiltration Elimination Program

SECTION 6 SANITARY SEWER MAIN 6.01 SCOPE

Development enquiry request

Replacing lead and common supply pipes

Annex B

Cowley Resident Management Organisation Ltd Cowley House, 147 Brixton Road London SW9 6LZ

Waste & Recycling. Planning Guidance on Waste & Recycling Storage and Collection. Development & Enterprise FOR INTERNAL USE ONLY.

Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority

SECTION 810 SEWER LINE CLEANING

Home page Previous Next

CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT

INDUSTRY GUIDANCE FOR INSTALLERS ON CONDENSATE DRAINAGE PIPE INSTALLATION. This guidance is endorsed by HHIC members.

Guide to Conservatory Installation and Sewers

BUILD OVER SEWER (BOS) ASSESSMENT MANUAL

Sewer Water Pipeline Replacement with CERTA LOK RESTRAINED JOINT PVC PIPE

ARLINGTON HEIGHTS MUNICIPAL CODE CHAPTER 22 SEWERS

Let Us Give Utilities the Respect that they Deserve.

Guidelines for closed circuit television (CCTV) inspection of newly constructed sewers

Transcription:

Policy Guidance Notes and Requirements Building over/close to Public Sewers Domestic Extensions and Garages 1.0 Introduction Householders and developers planning to build close to or over a public sewer have to seek permission from the relevant sewerage company. Building close to or over a public sewer without having obtained formal approval is illegal. It may also jeopardise the future sale of your property. Severn Trent Water is responsible for public sewers within its area. We have to ensure that no development is carried out that could damage pipe work, cause risk of flooding or affect future access for maintenance. Wherever possible we prefer to see a solution that involves repositioning of the proposed development or diverting the sewer. However in some cases where risk to public sewer is small, Severn Trent Water is normally willing to permit building over or close to sewers where diversion is not practical and the extension cannot be redesigned. This includes those sewers known as Section 24 sewers, which were constructed before 1 October 1937 and serve more than one property. However, please note that these may not be shown on our record plans. There are 3 different pay structures; the application fee is dependent on the nature of the public sewer or type of development. In cases of added complexity: The sewer has a formal easement preventing over building this is shown in the deeds of a modern property The sewer depth exceeds 3 metres The sewer is a pressurised pumping main Strategic sewers, or those which require future upgrading, are affected Piling or ground stabilisation works are required. Class 1 Applications Up to and including 150mm sewers 169.50 Class 2 Applications 225-300mm sewers 194.70 Class 3 Applications Sewers greater than 300mm or non-domestic developments You must contact Severn Trent Water for technical advice, before submitting a Class 3 application. Any permission will be subject to the following conditions: At Cost 2.0 General Conditions All building works shall comply with the requirements of Building Regulations 2000, Part H4 All building work must be approved by the building control inspector before backfilling. It must be acknowledged that the sewerage undertaker s statutory rights in relation to the affected sewer are not in any way prejudiced by the approval of Severn Trent Water to the proposed building work. A Severn Trent Water final approval to build over or close to a public sewer will be issued when a satisfactory post construction CCTV survey report has been provided.

3.0 Outline of the building over or close to sewer process In order to protect both the public sewer and your proposed works it is necessary to establish the position and preferably the condition of the sewer. This is preferably done by inserting a camera and carrying out a Closed Circuit Television Survey (CCTV). The position of the camera is monitored at the surface by electro location. You then send us a copy of the report of the survey together with plans showing your proposed works. We will look at the information and decide whether your proposals will have an unacceptable impact on the sewer. If we are prepared to agree to your proposals, we will issue a provisional approval. This may be subject to conditions. Please note that the building control officer will need to approve your proposals for compliance with Building Regulations 2000, Part H4. When your works are complete, the sewer must be inspected by CCTV survey to confirm that the sewer has not been damaged. You will be responsible for the cost of any repairs. A final letter of agreement to build over or close to the sewer will be issued after CCTV survey or when repairs are complete. The process is described in more detail below. 4.0 Building close to the sewer (within 3.0m of the sewer) The 3.0m is measured from the nearest point of the building, including foundations to the middle (centreline) of the sewer Depth is measured to the underside (invert) of the pipe For sewers of 100mm or 150mm diameter, providing the accurate position of the sewer can be demonstrated and you can prove that the construction of the foundation will not adversely affect the public sewer, no CCTV and electro location survey will be required before the building works take place. For sewers of 225mm or 300mm diameter no CCTV survey will be required before the building works take place, if you can prove that the sewer is no closer than 1 metre to the new building. In all other cases a CCTV and electro location survey is required. A CCTV survey will be required on completion of your building works, in order to prove that you have not damaged the public sewer.

5.0 Building over the sewer When building over the sewer you may either: Replace all public sewer pipes within the footprint of the building at your cost, ensuring that there is manhole access for a CCTV inspection to be carried out after completion of building works. If there is no existing manhole then building a new manhole outside the footprint of the building will be necessary. OR Carry out a CCTV survey of the public sewer before works begin and after completion of building work. After the first CCTV survey it may be necessary for localised repairs to be made to the pipe at householder s expense. In either case a CCTV survey will be required on completion of your building works, in order to prove that you have not damaged the public sewer. 6.0 Locating the position and condition of public sewer The survey will consist of inspection of the condition of the sewer by CCTV and establish its position by electro location. If a survey is required then you will need to employ the services of a specialist CCTV contractor. Please ensure that the contractor is capable of undertaking the work to the standards described below. If information is missing we will have to reject your application. This will obviously delay your work. The survey report should be carried out by a competent contractor who will produce a report complying with the WRc Model Contract Document for Non Man Entry Sewer Inspection Third Edition and UK Water Industry Manual of Sewer Condition Classification Third Edition. The contractor will have to seek our permission to work on our sewers and will be required to provide evidence of their health and safety competence in the form of a written method statement. The survey should include: A block plan showing the point of entry of the CCTV into the public sewer, the length of sewer surveyed, any drain connections and the location of the sewer as confirmed by direct line tracing in relation to the existing building and boundary fences. The plan should be to scale and dimensioned. An inspection report to WRC standards including; sewer details such as type (foul or surface water), pipe size, pipe material, pipe depth, condition classification, drain connections, defects and recommendations, photographs of significant defects. A list of contractors is included for your information. These contractors have been vetted for health and safety competence and are authorised to work on the public sewer network. Please note manhole access is necessary for a CCTV survey to be carried out from. You will need to arrange manhole access prior to the CCTV contractor coming to do the survey. If you are unable to find a manhole to carry out the survey from, it will be necessary to build a new manhole on the public sewer line in this case please contact us for further information. If you believe that the sewer shown on the enclosed plan is in the wrong location or does not exist, please contact us for further advice before arranging the CCTV survey.

7.0 Building close to the sewer (within 3.0m of the sewer) Construction Details Where foundations to the buildings are at any point 1.0m from the sewer, they are to be carried down below the invert level of the sewer. At a greater distance, an angle of 45 degrees can be taken from a point one metre clear of the sewer up to the required footing level, as shown in the diagram below

8.0 Building over the sewer Construction Details Where an existing chamber, rodding eye or any form of access will come within the new building, a new manhole should be constructed on the line of sewer outside the limits of the building, to provide a replacement point of access to the sewer. Connections to the existing chamber will need to be diverted and re-laid to the new manhole. Any connections onto the sewer within the footprint of the new building should be diverted and reconnected outside unless it can be shown to be impractical. If as a result of building over, access to the sewer for maintenance becomes restricted, you may be required to provide a new manhole chamber. Where foundations to the buildings are at any point 1.0m from the sewer, they are to be carried down below the invert level of the sewer. At a greater distance, an angle of 45 degrees can be taken from a point one metre clear of the sewer up to the required footing level, as shown in the diagram above

9.0 Application requirements If, having considered the alternatives, your only option is to apply for building over or close to a public sewer; you should make an application to us on the form approved. In some circumstances we will allow to build over but you must have written agreement to do this before you start. The sewer must be in a satisfactory condition. If you do not obtain our approval to build over or build close to a public sewer, you may find the property very difficult to sell if in the future you wish to move home. Please note the checklist which is included for your assistance, within the Application Form. We will be unable to process your application and make a decision on your proposals if all of information is not supplied. When we receive a complete application we will normally provide you with a decision within 10 working days.