Fabricated Steel and Stainless-Steel Tapping Sleeves · ii AWWA Standard Thisdocument is an...

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AWWA Standard SM Fabricated Steel and Stainless-Steel Tapping Sleeves Effective date: Nov. 1, 2013. First edition approved by AWWA Board of Directors June 16, 2002. This edition approved June 9, 2013. Approved by American National Standards Institute Aug. 28, 2013. ANSI/AWWA C223-13 (Revision of ANSI/AWWA C223-07) Copyright © 2013 American Water Works Association. All Rights Reserved.

Transcript of Fabricated Steel and Stainless-Steel Tapping Sleeves · ii AWWA Standard Thisdocument is an...

Page 1: Fabricated Steel and Stainless-Steel Tapping Sleeves · ii AWWA Standard Thisdocument is an American Water Works Association (AWWA) standard. It is not a specification. AWWA standards

AWWA Standard

SM

Fabricated Steel and Stainless-Steel Tapping Sleeves

Effective date: Nov. 1, 2013.First edition approved by AWWA Board of Directors June 16, 2002.This edition approved June 9, 2013.Approved by American National Standards Institute Aug. 28, 2013.

ANSI/AWWA C223-13(Revision of ANSI/AWWA C223-07)

Copyright © 2013 American Water Works Association. All Rights Reserved.

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AWWA StandardThis document is an American Water Works Association (AWWA) standard. It is not a specification. AWWA standards describe minimum requirements and do not contain all of the engineering and administrative information normally contained in specifications. The AWWA standards usually contain options that must be evaluated by the user of the standard. Until each optional feature is specified by the user, the product or service is not fully defined. AWWA pub-lication of a standard does not constitute endorsement of any product or product type, nor does AWWA test, certify, or approve any product. The use of AWWA standards is entirely voluntary. This standard does not supersede or take precedence over or displace any applicable law, regulation, or codes of any governmental authority. AWWA standards are intended to represent a consensus of the water supply industry that the product described will provide satisfactory service. When AWWA revises or withdraws this standard, an official notice of action will be placed on the first page of the Official Notice section of Journal - American Water Works Association. The action becomes effective on the first day of the month following the month of Journal - American Water Works Association publication of the official notice.

American National StandardAn American National Standard implies a consensus of those substantially concerned with its scope and provisions. An American National Standard is intended as a guide to aid the manufacturer, the consumer, and the general public. The existence of an American National Standard does not in any respect preclude anyone, whether that person has ap-proved the standard or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to the standard. American National Standards are subject to periodic review, and users are cautioned to obtain the latest editions. Producers of goods made in conformity with an American National Standard are encour-aged to state on their own responsibility in advertising and promotional materials or on tags or labels that the goods are produced in conformity with particular American National Standards.

Caution notiCe: The American National Standards Institute (ANSI) approval date on the front cover of this standard indicates completion of the ANSI approval process. This American National Standard may be revised or withdrawn at any time. ANSI procedures require that action be taken to reaffirm, revise, or withdraw this standard no later than five years from the date of ANSI approval. Purchasers of American National Standards may receive current information on all standards by calling or writing the American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036; (212) 642-4900, or emailing [email protected].

ISBN-13, print: 978-1-58321-976-8 eISBN-13, electronic: 978-1-61300-253-7

All rights reserved. No part of this publication may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopy, recording, or any information or retrieval system, except in the form of

brief excerpts or quotations for review purposes, without the written permission of the publisher.

Copyright © 2013 by American Water Works AssociationPrinted in USA

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Committee Personnel

The Steel Water Pipe Manufacturers Technical Advisory Committee (SWPMTAC) Task Group for AWWA C223, which developed this standard, had the following personnel at the time:

Niels Thogersen, Chair

E. Bird, Smith-Blair Inc., Texarkana, Texas (AWWA)S. Bradberry, Ford Meter Box Company, Pell City, Ala. (AWWA)A. Collins, JCM Industries, Nash, Texas (AWWA)R.R. Collins, JCM Industries Inc., Nash, Texas (AWWA)J. Grocki, SPLASH, Enfield, Conn. (AWWA)S. Hill, Romac Industries Inc., Bothell, Wash. (AWWA)B. Kane, Cascade Waterworks Manufacturing Company, Yorkville, Ill. (AWWA)M. Langenhan, Total Piping Solutions Inc., Olean, New York (AWWA)C. Littlebrant, Cascade Waterworks Manufacturing Company, Yorkville, Ill. (AWWA)M. Naber, Mueller Company, Decatur, Ill. (AWWA)D. Piontek, Total Piping Solutions Inc., Olean, New York (AWWA)R.N. Satyarthi, Baker Coupling Company Inc., Los Angeles, Calif. (AWWA)D. Seals, JCM Industries Inc., Nash, Texas (AWWA)K.L. Shaddix, Smith-Blair Inc., Texarkana, Texas (AWWA)G. Tate, Viking Johnson, Hitchin, UK (AWWA)N. Thogersen, Romac Industries Inc., Bothell, Wash. (AWWA)

The AWWA Standards Committee on Steel Pipe, which reviewed and approved this standard, had the following personnel at the time of approval:

John H. Bambei Jr., ChairDennis Dechant, Vice‑Chair

John Luka, Secretary

General Interest Members

W.R. Brunzell, Brunzell Associates Ltd., Skokie, Ill. (AWWA)R.J. Card, Lockwood Andrews & Newnam Inc., Houston, Texas (AWWA)R.L. Coffey, HDR Engineering Inc., Omaha, Neb. (AWWA)H.E. Dunham, MWH Inc., Snohomish, Wash. (AWWA)S.N. Foellmi, Black & Veatch Corporation, Irvine, Calif. (AWWA)

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R.L. Gibson, Freese and Nichols Inc., Fort Worth, Texas (AWWA)M.D. Gossett,* HDR Engineering Inc., Denver, Colo. (AWWA)M.B. Horsley,* Black & Veatch Corporation, Kansas City, Mo. (AWWA)J.K. Jeyapalan, Pipeline Consultant, New Milford, Conn. (AWWA)R.A. Kufaas, Norske Corrosion & Inspection Services Ltd., Surrey, BC (AWWA)J.L. Mattson, Corrosion Control Technologies, Sandy, Utah (AWWA)W.J. Moncrief,* HDR Engineering Inc., San Diego, Calif. (AWWA)E.N. Olson,† Standards Council Liaison, Brown and Caldwell, Gold Hill, Ore. (AWWA)R. Ortega,* Lockwood Andrews & Newnam Inc., Houston, Texas (AWWA)E.S. Ralph,† Standards Engineer Liaison, AWWA, Denver, Colo. (AWWA)A.E. Romer, AECOM, Orange, Calif. (AWWA)J.R. Snow,* MWH Americas Inc., Denver, Colo. (AWWA)H.R. Stoner, Consultant, North Plainfield, N.J. (AWWA)C.C. Sundberg, CH2M HILL Inc., Issaquah, Wash. (AWWA)W.R. Whidden, Woolpert, Orlando, Fla. (AWWA)

Producer Members

S.A. Arnaout, Hanson Pressure Pipe Inc., Dallas, Texas (AWWA)H.H. Bardakjian, Consultant, Glendale, Calif. (AWWA)R.R. Carpenter, American SpiralWeld Pipe Company, Birmingham, Ala. (AWWA)D. Dechant, Dechant Infrastructure Service, Aurora, Colo. (AWWA)W.B. Geyer, Steel Plate Fabricators Association, Lake Zurich, Ill. (AWWA)B.D. Keil, Northwest Pipe Company, Pleasant Grove, Utah (SPFA)J.L. Luka,* American SpiralWeld Pipe Company, Columbia, S.C. (AWWA)R.D. Mielke,* Northwest Pipe Company, Raleigh, N.C. (AWWA)J. Olmos, Ameron International, Rancho Cucamonga, Calif. (AWWA)G.F. Ruchti,* Consultant, Punta Gorda, Fla. (AWWA)D. Walker, Tnemec Co., Oakville, Ont. (AWWA)J.A. Wise, Canus International Sales Inc., Surrey, B.C. (AWWA)

User Members

G.A. Andersen, New York City Bureau of Water Supply, Little Neck, N.Y. (AWWA)J.H. Bambei Jr., Denver Water, Denver, Colo. (AWWA)B. Cheng, Metro Vancouver, Burnaby, B.C. (AWWA)

* Alternate

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M.E. Conner, San Diego County Water Authority, San Diego, Calif. (AWWA)R.V. Frisz, US Bureau of Reclamation, Denver, Colo. (USBR)G. George, Tacoma Water, Water Supply Section, Tacoma, Wash. (AWWA)T.J. Jordan, Metropolitan Water District of Southern California, La Verne, Calif. (AWWA)M. McReynolds,* Metropolitan Water District of Southern California,

La Mirada, Calif. (AWWA)G. Oljaca,* Metro Vancouver, Burnaby, B.C. (AWWA)N.A. Wigner, Los Angeles Department of Water & Power, Los Angeles, Calif. (AWWA)J.V. Young, City of Richmond, Richmond, B.C. (AWWA)

* Alternate

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ContentsAll AWWA standards follow the general format indicated subsequently. Some variations from this format may be found in a particular standard.

SEC. PAGE SEC. PAGE

ForewordI Introduction. .................................... ix

I.A Background ...................................... ix

I.B History ............................................. ix

I.C Acceptance ....................................... ix

II Special Issues ..................................... x

III Use of This Standard ......................... x

III.A Purchaser Options and Alternatives ................................. x

III.B Purchaser’s Proof Test ....................... xi

III.C Modification to Standard ................. xi

IV Major Revisions ................................ xi

V Comments ....................................... xi

Standard

1 General

1.1 Scope ................................................ 1

1.2 Purpose ............................................. 1

1.3 Application ........................................ 2

2 References ........................................ 2

3 Definitions ....................................... 4

4 Requirements

4.1 Permeation ........................................ 6

4.2 Materials of Construction ................. 7

4.3 Design ............................................... 8

4.4 Fabrication ........................................ 9

4.5 Coatings .......................................... 10

4.6 Installation Instructions .................. 10

5 Verification

5.1 Inspection ....................................... 11

5.2 Quality Assurance ........................... 11

5.3 Test Procedures ............................... 11

5.4 Notice of Nonconformance ............. 12

6 Delivery

6.1 Marking .......................................... 12

6.2 Packing and Shipping ...................... 12

6.3 Affidavit of Compliance .................. 12

Figure1 Typical Fabricated Tapping Sleeve

With Tapping Valve and Tapping Machine ...................................... 5

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ForewordThis foreword is for information only and is not a part of ANSI*/AWWA C223.

I. Introduction.I.A. Background. Fabricated tapping sleeves are used to provide outlets on

piping systems. They are made by several producers, and though details differ, all tapping sleeves provide similar features. They provide a means of attaching a tapping valve and tapping machine and a means of sealing onto or around the existing pipe.

I.B. History. The first edition was approved by the Board of Directors on June 16, 2002. The second edition was approved on June 24, 2007. This edition was approved on June 9, 2013.

I.C. Acceptance. In May 1985, the US Environmental Protection Agency (USEPA) entered into a cooperative agreement with a consortium led by NSF International (NSF) to develop voluntary third-party consensus standards and a certification program for direct and indirect drinking water additives. Other members of the original consortium included the American Water Works Association Research Foundation (AwwaRF, now Water Research Foundation) and the Conference of State Health and Environmental Managers (COSHEM). The American Water Works Association (AWWA) and the Association of State Drinking Water Administrators (ASDWA) joined later.

In the United States, authority to regulate products for use in, or in contact with, drinking water rests with individual states.† Local agencies may choose to impose requirements more stringent than those required by the state. To evaluate the health effects of products and drinking water additives from such products, state and local agencies may use various references, including

1. An advisory program formerly administered by USEPA, Office of Drinking Water, discontinued on Apr. 7, 1990.

2. Specific policies of the state or local agency.3. Two standards developed under the direction of NSF,‡ NSF/ANSI 60,

Drinking Water Treatment Chemicals—Health Effects, and NSF/ANSI 61, Drinking Water System Components—Health Effects.

* American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036.† Persons outside the United States should contact the appropriate authority having jurisdiction.‡ NSF International, 789 N. Dixboro Road, Ann Arbor, MI 48105.

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4. Other references, including AWWA standards, Food Chemicals Codex, Water Chemicals Codex,* and other standards considered appropriate by the state or local agency.

Various certification organizations may be involved in certifying products in accor-dance with NSF/ANSI 61. Individual states or local agencies have authority to accept or accredit certification organizations within their jurisdiction. Accreditation of certi-fication organizations may vary from jurisdiction to jurisdiction.

Annex A, “Toxicology Review and Evaluation Procedures,” to NSF/ANSI 61 does not stipulate a maximum allowable level (MAL) of a contaminant for substances not regulated by a USEPA final maximum contaminant level (MCL). The MALs of an unspecified list of “unregulated contaminants” are based on toxicity testing guidelines (noncarcinogens) and risk characterization methodology (carcinogens). Use of Annex A procedures may not always be identical, depending on the certifier.

ANSI/AWWA C223 does not address additives requirements. Users of this stan-dard should consult the appropriate state or local agency having jurisdiction in order to

1. Determine additives requirements, including applicable standards.2. Determine the status of certifications by parties offering to certify products

for contact with, or treatment of, drinking water.3. Determine current information on product certification.

II. Special Issues. This standard has no applicable information for this section.

III. Use of This Standard. It is the responsibility of the user of an AWWA standard to determine that the products described in that standard are suitable for use in the particular application being considered.

III.A. Purchaser Options and Alternatives. The following information should be provided by the purchaser.

1. Standard used—that is, ANSI/AWWA C223, Fabricated Steel and Stainless-Steel Tapping Sleeves, of latest revision.

2. Whether compliance with NSF/ANSI 61, Drinking Water System Components—Health Effects, is required.

3. Quantity.4. Type of pipe(s), including specification to which it is made, or specification

and tolerance of outside diameter.

* Both publications available from National Academy of Sciences, 500 Fifth Street, NW, Washington, DC 20001.

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5. Nominal pipe size(s).6. Wall thickness or class of pipe.7. Type of service (i.e., line content, aboveground or belowground, etc.)8. Rated pressure, transient pressure, and test pressure.9. Operating temperature range.10. Flange specification, including dimensions for accommodating tapping

valve fit-up.11. Tapping sleeve and tapping-sleeve flange material.12. Documentation requirements.13. Requirements for test connections and postinstallation pressure testing.14. Outlet size and type (Flanged, MJ adaptor, etc.).15. Actual outside diameter (OD) of pipe, including any coatings and pipe

length available for installation of tapping sleeve (Section 3).16. Details of other federal, state or provincial, and local requirements (Sec. 4.2.1).17. Special requirements, such as coatings, gasket material, and bolting (Sec. 4.3.1).18. Inspection by the purchaser (Sec. 5.1.2).

III.B. Purchaser’s Proof Test. The purchaser may specify individual hydrostatic proof testing. If individual hydrostatic proof testing is required, the assembled fabricated tapping sleeve shall be shop tested at a maximum of 1.5 times the rated pressure. The test shall be considered successful if no leakage is detected during 1 hr of sustained pressure at this level.

III.C. Modification to Standard. Any modification of the provisions, definitions, or terminology in this standard must be provided by the purchaser.

IV. Major Revisions. Major changes made to the standard in this revision include the following:

1. Added definitions for MJ adaptor, potable water, reclaimed water, and waste-water (Section 3)

2. Updated the definitions for rated pressure and transient pressure for consis-tency (Section 3)

3. Added a minimum yield strength for bolts (Sec. 4.2.5)4. Added a reference to AWWA C228 in Sec. 4.2.3.2 and Sec. 4.3.2.

V. Comments. If you have any comments or questions about this standard, please call AWWA Engineering and Technical Services at 303.794.7711, FAX at 303.795.7603, write to the department at 6666 West Quincy Avenue, Denver, CO 80235-3098, or email at [email protected].

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AWWA Standard

Fabricated Steel and Stainless-Steel Tapping Sleeves

SECTION 1: GENERAL

Sec. 1.1 ScopeThis standard describes fabricated steel and stainless-steel tapping sleeves used

to provide outlets and branches on existing pipe with or without interruption of service. They are intended for pipe sizes 4 in. (100 mm) through 48 in. (1,200 mm) with branch outlets through 36 in. (900 mm). This standard includes require-ments for materials, dimensions, tolerances, finishes, and testing. This standard is not intended to apply to tapping sleeves welded to pipe. Fabricated tapping sleeves are intended for the transmission and distribution of water, reclaimed water, and wastewater, and for use in other water-supply system facilities. For outlets and main sizes greater than those specified, consult the manufacturer.

Sec. 1.2 PurposeThe purpose of this standard is to provide the minimum requirements for

fabricated tapping sleeves for various pipe materials, including components, test-ing, and marking requirements.

ANSI/AWWA C223-13(Revision of ANSI/AWWA C223-07)

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Sec. 1.3 ApplicationThis standard can be referenced in purchaser’s documents for fabricated tap-

ping sleeves. The stipulations of this standard apply when this document has been referenced and only to fabricated tapping sleeves.

SECTION 2: REFERENCES

This standard references the following documents. In their latest editions, they form a part of this standard to the extent specified within the standard. In any case of conflict, the requirements of this standard shall prevail.

ANSI*/AWWA C111/A21.11—Rubber-Gasket Joints for Ductile-Iron Pres-sure Pipe and Fittings.

ANSI/AWWA C200—Steel Water Pipe, 6 In. (150 mm) and Larger.ANSI/AWWA C207—Steel Pipe Flanges for Waterworks Service, Sizes 4 In.

Through 144 In. (100 mm Through 3,600 mm).ANSI/AWWA C210—Liquid-Epoxy Coating Systems for the Interior and

Exterior of Steel Water Pipelines.ANSI/AWWA C213—Fusion-Bonded Epoxy Coating for the Interior and

Exterior of Steel Water Pipelines.ANSI/AWWA C218—Liquid Coating Systems for the Exterior of Above-

ground Steel Water Pipelines and Fittings.ANSI/AWWA C220—Stainless-Steel Pipe, 1⁄2 In. (13 mm) and Larger.ANSI/AWWA C224—Two-Layer Nylon-11-Based Polyamide Coating Sys-

tem for the Interior and Exterior of Steel Water Pipe, Connections, Fittings, and Special Sections.

ANSI/AWWA C228—Stainless-Steel Pipe Flanges for Water Service—Sizes 2 In. Through 72 In. (50 mm Through 1,800 mm)

ANSI/AWWA C550—Protective Interior Coatings for Valves and Hydrants.ASME† B18.2.1—Square and Hex Bolts and Screws (Inch Series).ASME B18.2.3.7M—Metric Heavy Hex Structural Bolts.ASME B18.2.4.6M—Metric Heavy Hex Nuts.ASME B18.5—Bolts, Square Neck and Tee Head.ASME B18.5.2.1M—Bolts, Metric Round Head Short Square Neck.ASME B18.10—Track Bolts and Nuts.

* American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036.† ASME International, Three Park Avenue, New York, NY 10016.

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FABRICATED STEEL AND STAINLESS-STEEL TAPPING SLEEVES 3

ASME Boiler and Pressure Vessel Code (BPVC), Section IX: Welding and Brazing Qualifications.

ASTM* A36—Standard Specification for Carbon Structural Steel.ASTM A182—Standard Specification for Forged or Rolled Alloy and

Stainless Steel Pipe Flanges, Forged Fittings, and Valves and Parts for High-Temperature Service.

ASTM A240—Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications.

ASTM A262—Standard Practices for Detecting Susceptibility to Intergran-ular Attack in Austenitic Stainless Steels.

ASTM A276—Standard Specification for Stainless Steel Bars and Shapes.ASTM A283/A283M—Standard Specification for Low and Intermediate

Tensile Strength Carbon Steel Plates.ASTM A307—Standard Specification for Carbon Steel Bolts, Studs, and

Threaded Rod 60,000 psi Tensile Strength.ASTM A351/A351M—Standard Specification for Castings, Austenitic, for

Pressure-Containing Parts.ASTM A380—Standard Practice for Cleaning, Descaling, and Passivation

of Stainless Steel Parts, Equipment, and Systems.ASTM A563—Standard Specification for Carbon and Alloy Steel Nuts.ASTM A563M—Standard Specification for Carbon and Alloy Steel Nuts

(Metric).ASTM A743/A743M—Standard Specification for Castings, Iron-Chromium,

Iron-Chromium-Nickel, Corrosion Resistant, for General Application.ASTM A744/A744M—Standard Specification for Castings, Iron-Chromium-

Nickel, Corrosion Resistant, for Severe Service.ASTM A967—Standard Specification for Chemical Passivation Treatments

for Stainless Steel Parts.ASTM B573—Standard Specification for Nickel-Molybdenum-Chromium-

Iron Alloys (UNS N10003, N10242) Rod.ASTM D395—Standard Test Methods for Rubber Property—Compression

Set.ASTM D412—Standard Test Methods for Vulcanized Rubber and Thermo-

plastic Elastomers—Tension.

* ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428.

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4 AWWA C223-13

ASTM D572—Standard Test Method for Rubber—Deterioration by Heat and Oxygen.

ASTM D1149—Standard Test Methods for Rubber Deterioration—Crack-ing in an Ozone Controlled Environment.

ASTM D2000—Standard Classification System for Rubber Products in Automotive Applications.

ASTM F568M—Standard Specification for Carbon and Alloy Steel Exter-nally Threaded Metric Fasteners [withdrawn 2012].

ASTM F593—Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs.

ASTM F594—Standard Specification for Stainless Steel Nuts.ASTM F738M—Standard Specification for Stainless Steel Metric Bolts,

Screws, and Studs.ASTM F836M—Standard Specification for Style 1 Stainless Steel Metric

Nuts.AWS* A5.4—Specification for Stainless Steel Electrodes for Shielded Metal

Arc Welding.AWS A5.9—Specification for Bare Stainless Steel Welding Electrodes and

Rods.AWS D1.1—Structural Welding Code—Steel.AWS D1.6—Structural Welding Code for Stainless Steel.AWWA M11—Steel Pipe—A Guide for Design and Installation.MSS† SP-60—Connecting Flange Joint between Tapping Sleeves and Tap-

ping Valves.NSF/ANSI 60—Drinking Water Treatment Chemicals—Health Effects.NSF/ANSI 61—Drinking Water System Components—Health Effects.

SECTION 3: DEFINITIONS

The following definitions shall apply in this standard:1. Actual outside diameter: The pipe outside diameter (OD) that is speci-

fied in the design. The diameter of the finished product may vary from the actual

* American Welding Society, 550 N.W. LeJeune Road, Miami, FL 33126.† Manufacturers Standardization Society of the Valve and Fittings Industry Inc., 127 Park Street, NE, Vienna, VA

22180.

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FABRICATED STEEL AND STAINLESS-STEEL TAPPING SLEEVES 5

diameter by the specified tolerances and coating thickness. Whenever possible, it is recommended that a field measurement of the existing pipe be taken using a circumferential pi tape. For larger tapping sleeves, with large-diameter tapping outlets, it is sometimes advisable to provide the manufacturers with a pattern (tem-plate) that replicates the pipe surface at the area of the tap.

2. Bridging plate/armor: A means of retaining mat-style gaskets between the sections of the fabricated tapping sleeve.

3. Constructor: The party that provides the work and materials for place-ment or installation.

4. CJP: Complete joint penetration.5. Fabricated tapping sleeve: An assembly used to provide outlet(s) on an

existing pipe. See Figure 1.6. Gasket(s): An elastomeric material that provides the pressure seal(s) of

the fabricated tapping sleeve.7. Lay length: The length of the tapping sleeve as measured from the cen-

terline of the existing pipe to the face of the tapping flange.8. Manufacturer: The party that manufactures, fabricates, or produces the

materials or products.

Figure 1 Typical fabricated tapping sleeve with tapping valve and tapping machine

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6 AWWA C223-13

9. MJ Adaptor: A mechanical joint outlet that interfaces with a mechanical joint valve in accordance with AWWA standard C111.

10. Nominal pipe size: The commercial designation or dimension by which pipe is designated for simplicity. This may or may not be the same as the actual diameter.

11. Outlet: Also known as branch. Provides connection to the tapping valve or other appurtenance.

12. Potable water: Water that is safe and satisfactory for drinking and cooking.

13. Purchaser: The person, company, or organization that purchases any materials or work to be performed.

14. Rated pressure: The maximum pressure under which a system or a zone within the system operates normally or in a static condition, whichever is greater.

15. Reclaimed water: Wastewater that becomes suitable for beneficial use as a result of treatment.

16. Supplier: The party that supplies material or services. A supplier may or may not be the manufacturer.

17. Tapping flange: A flange attached to the fabricated tapping sleeve outlet that will accommodate the configuration of the tapping valve flange. See Figure 1.

18. Transient pressure: The purchaser-determined, short-duration maxi-mum pressure increase induced upon a system resulting from a rapid change in flow velocity. Transient pressure as defined herein represents the total pressure level achieved during the transient event and is not an incremental pressure increase above the working pressure.

19. Wastewater: A combination of the liquid and water-carried waste from residences, commercial buildings, industrial plants, and institutions, together with any groundwater, surface water, and stormwater that may be present.

SECTION 4: REQUIREMENTS

Sec. 4.1 PermeationThe selection of materials is critical for potable water, wastewater, and

reclaimed water service and distribution piping in locations where there is likeli-hood the pipe will be exposed to significant concentrations of pollutants composed of low-molecular-weight petroleum products or organic solvents or their vapors.

Copyright © 2013 American Water Works Association. All Rights Reserved.

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FABRICATED STEEL AND STAINLESS-STEEL TAPPING SLEEVES 7

Documented research has shown that pipe materials (such as polyethylene and polyvinyl chloride) and elastomers, such as those used in jointing gaskets and pack-ing glands, are subject to permeation by low-molecular-weight organic solvents or petroleum products. If a potable water, wastewater, or reclaimed water pipe must pass through such a contaminated area or an area subject to contamination, con-sult with the manufacturer regarding permeation of pipe walls, jointing materials, and so on, before selecting materials for use in that area.

Sec. 4.2 Materials of Construction4.2.1 Materials. Materials shall comply with the requirements of the Safe

Drinking Water Act and other federal regulations for potable water, wastewater, and reclaimed water systems as applicable.

4.2.2 Fabricated tapping sleeve bodies. Steel fabricated tapping sleeves shall be made from material that meets or exceeds the requirements of ANSI/AWWA C200. Stainless-steel fabricated tapping sleeves shall be made from mate-rial that meets or exceeds the requirements of ANSI/AWWA C220.

4.2.3 Connections. Flanged outlets are provided on fabricated tapping sleeves. If specified by the purchaser, mechanical joint outlet connections may be provided.

4.2.3.1 Tapping flanges for steel tapping sleeves. Tapping flanges for steel fabricated tapping sleeves shall meet the requirements of ANSI/AWWA C207. Flange class shall be specified by the purchaser.

4.2.3.2 Tapping flanges for stainless-steel tapping sleeves. Tapping flanges for stainless-steel fabricated tapping sleeves shall meet the material require-ments of ASTM A240, ASTM A351/A351M, or ASTM A182. Dimensions shall be in accordance with ANSI/AWWA C207 or ANSI/AWWA C228. Flange class shall be specified by the purchaser. Other materials as specified by the purchaser may be used.

4.2.3.3 Mechanical joint outlet connections. Mechanical joint outlet connections shall be compatible with ANSI/AWWA C111/A21.11 or as specified by the purchaser. Provision for thrust restraint and angular deflection shall be con-sidered when using a mechanical joint outlet connection.

4.2.3.4 Other flanges. Other flange standards agreed on between the pur-chaser and manufacturer may be used.

4.2.4 Gaskets.4.2.4.1 Composition and physical requirements. Gaskets shall be molded

or extruded natural or synthetic rubber free of porous areas and visible defects.

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8 AWWA C223-13

Reclaimed rubber shall not be used. Unless otherwise specified, gaskets shall be suitable for water service to 150°F (65°C).

4.2.4.2 Gaskets for the body of tapping sleeves. Gaskets for the body of the tapping sleeve shall meet the requirements of ASTM D2000 and have, as a mini-mum, physical properties sufficient to satisfy the design requirements of Sec. 4.3.3. Gaskets needed for the body of the tapping sleeve shall have a minimum durometer of 50 and minimum tensile strength of 800 psi. Gaskets for flange connections shall conform to ANSI/AWWA C207.

4.2.4.3 Special service requirements. Where service conditions differ from those described in Sec. 1.1, special gasket material may be required. The pur-chaser shall specify these service conditions.

4.2.5 Bolting. Similar materials shall be used for bolts, nuts, and washers (when used) to minimize the possibility of galvanic corrosion. Advice from a quali-fied corrosion engineer is recommended.

Bolts for connecting sections of the fabricated tapping sleeve shall have a minimum yield strength of 30,000 psi and meet or exceed the requirements of ASTM A307 or ASTM F568M for carbon steel or ASTM F593 or ASTM F738M for stainless steel. Nuts shall meet or exceed the requirements of ASTM A563 or ASTM A563M for carbon steel or ASTM F594 or ASTM F836M for stainless steel. Stainless-steel bolts and nuts may gall, leading to improper gasket compres-sion and leakage. When stainless-steel bolting is used, application of an antiseize compound is recommended.

4.2.6 Test connections. A test connection shall be provided unless other-wise specified by the purchaser.

Sec. 4.3 Design4.3.1 General. The sections of the fabricated tapping sleeve shall be con-

nected together on the pipe by threaded fasteners. Tightening the fasteners com-presses a gasket(s) between the fabricated tapping sleeve and pipe, thereby affecting a seal. This assembly allows the main to be tapped through the outlet, with or without interruption of service.

If required by the manufacturer, the purchaser shall provide design informa-tion, including actual pipe OD, type of pipe, wall thickness, rated pressure, type of outlet connection required, and any other special requirements.

4.3.2 Body thickness, flange gaskets, and flange class and drilling. Body thickness for steel fabricated tapping sleeves shall meet or exceed the requirements

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FABRICATED STEEL AND STAINLESS-STEEL TAPPING SLEEVES 9

of ANSI/AWWA C200. Body thickness for stainless-steel fabricated tapping sleeves shall meet or exceed the requirements of ANSI/AWWA C220.

Flange class, drilling dimensions, and flange gaskets shall conform to the requirements of ANSI/AWWA C207, ANSI/AWWA C228, or other applicable standard except that the inside diameter (ID) shall conform to the requirements of MSS SP-60 or as specified by the purchaser.

4.3.3 Fasteners. The size, type, and number of fasteners shall be sufficient to exert a uniform force required to develop a gasket pressure that will affect a seal to the pressure requirements.

4.3.3.1 Fasteners shall be headed or nonheaded rod, threaded as required. Bolt heads may be but are not limited to track head, carriage head, or hexagonal head. Hexagonal heads shall be heavy hex in accordance with ASME B18.2.1, B18.2.3.7M (metric). Carriage heads shall be in accordance with ASME B18.5 or ASME B18.5.2.1M. Track heads shall be in accordance with ASME B18.10. Nuts shall conform to ASME B18.2.2 or ASME B18.2.4.6M.

4.3.3.2 Nuts and fasteners shall be threaded in accordance with ASME B1.1, coarse thread series, or coarse pitch metric threads defined in ASME B1.13M.

Sec. 4.4 Fabrication4.4.1 General. Tapping sleeves shall conform to the following general

fabrication requirements.4.4.2 Welding. Each manufacturer shall be responsible for the quality of

the welding performed by its organization.4.4.2.1 Welding procedure qualification. The procedure used in welding

pressure-bearing parts and load-carrying nonpressure parts, such as clamping bolt lugs, to pressure parts shall be prequalified in accordance with AWS D1.1 or AWS D1.6, or qualified in accordance with ASME BPVC Section IX.

4.4.2.2 Welder qualification. The welders, welding equipment, and weld-ing equipment operators used in welding pressure-bearing parts and in joining load-carrying nonpressure parts to pressure-bearing parts shall be qualified in accordance with AWS D1.1, AWS D1.6, or ASME BPVC Section IX.

4.4.2.3 Outlets. Each roll-formed outlet shall be welded with CJP butt joints after rolling. The welding procedure is to be qualified in accordance with Sec. 4.4.2.1. Outlets manufactured from pipe or tubing commercially produced to an accepted international standard do not require additional testing.

4.4.2.4 Stainless-steel weldments. Sensitization (carbide precipitation) of welded components shall be determined in accordance with ASTM A262,

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10 AWWA C223-13

Practice A. No sign of unwanted carbide precipitation in the microstructure is allowed. This procedure is not necessary if low-carbon grades of stainless-steel base metal and filler metal are used in welding.

4.4.3 Weld inspection.4.4.3.1 Visual inspection. Welds shall be visually inspected in accordance

with AWS D1.1, Section 6, or AWS D1.6, Section 6, visual inspection acceptance criteria for statically loaded nontubular connections.

4.4.3.2 Weld repairs. Weld repair shall be performed in accordance with applicable repair sections of AWS D1.1, Sec. 5, or AWS D1.6, Sec. 5. Repaired welds shall be reinspected in accordance with Sec. 4.4.3.

4.4.4 Fabricated components. Components shall be dimensionally exam-ined to verify conformity to prescribed shape, design dimensions, and material thickness requirements after forming. Dimensional verification is to be performed at necessary stages of fabrication to ensure all dimensional requirements have been met.

Sec. 4.5 Coatings4.5.1 Standard shop coating. Fabricated tapping sleeves shall receive an

interior and exterior shop coating to inhibit rust during transit unless otherwise specified. This does not apply to fabricated tapping sleeves made of stainless steel.

4.5.2 Optional coatings. When requested, fabricated tapping sleeves may receive interior and exterior coatings conforming to ANSI/AWWA C210, ANSI/AWWA C213, ANSI/AWWA C218, ANSI/AWWA C222, ANSI/AWWA C550, or other coatings agreed to by the purchaser and the manufacturer. The thickness of the lining and coating may be limited by the working tolerances of the tapping sleeve components. The purchaser shall consult the manufacturer to determine these limitations.

4.5.3 Stainless‑steel tapping sleeves. Stainless-steel surfaces and weldments shall be descaled and passivated. Descaling and passivation shall be in accordance with ASTM A967 or ASTM A380.

Sec. 4.6 Installation InstructionsThe tapping sleeve shall be installed in accordance with the manufacturer’s

installation instructions provided with the fabricated tapping sleeve. The manu-facturer’s instructions must be followed regarding support of the valve and the tapping machine during tapping. Before tapping the pipe, it is recommended that the installer hydrostatically test the seal between the gasket and pipe. For safety

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FABRICATED STEEL AND STAINLESS-STEEL TAPPING SLEEVES 11

reasons, do not use a compressible fluid medium (such as air) to check for water-tightness.

SECTION 5: VERIFICATION

Sec. 5.1 Inspection5.1.1 Inspection by the manufacturer. The manufacturer shall establish

quality control and inspection measures necessary to ensure compliance with this standard.

5.1.1.1 Dimensions. A gauging or measuring procedure shall be used to verify the dimensions of components to ensure a proper fit.

5.1.2 Inspection by the purchaser. If the purchaser desires to inspect the fabricated tapping sleeve at the manufacturer’s location, the purchaser shall so specify.

The purchaser shall have access to those parts of the manufacturer’s facility that are necessary to ensure compliance with this standard. The manufacturer shall make available for the purchaser’s use such gauges or measuring devices necessary for inspection. The manufacturer shall provide the purchaser with assistance, if necessary, in handling the items to be inspected.

Material certifications shall be made available to the purchaser on request. Materials shall comply with the requirements of Sec. 4.2, except as modified by the purchaser.

Sec. 5.2 Quality Assurance5.2.1 Quality control. The manufacturer shall maintain a quality assur-

ance program to ensure minimum standards are met.5.2.2 Materials. Materials used in manufacturing shall be visually exam-

ined for apparent imperfections.

Sec. 5.3 Test Procedures5.3.1 Testing. Tests for proof of design may include but are not limited to

hydrostatic testing and mechanical testing.5.3.2 Report. The manufacturer, when requested by the purchaser, shall

provide test data to verify that the proof of design hydrostatic testing has been accomplished.

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12 AWWA C223-13

Sec. 5.4 Notice of NonconformanceFabricated tapping sleeves that fail to meet the minimum provisions of this

standard may be rejected by the purchaser. With agreement between the purchaser and manufacturer, rejected fabricated tapping sleeves may be repaired and retested or replaced.

SECTION 6: DELIVERY

Sec. 6.1 MarkingAt the time of shipment from the manufacturer, fabricated tapping sleeves

shall be clearly marked with the following information:1. Manufacturer’s model number or type.2. Pipe outside diameter (may be a range).3. Outlet size and type.

Sec. 6.2 Packing and ShippingCare should be taken to properly protect fabricated tapping sleeve compo-

nents from distortion or other damage during shipment.

Sec. 6.3 Affidavit of ComplianceThe purchaser may require an affidavit from the manufacturer that the mate-

rial provided complies with applicable requirements of this standard.

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