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API TR 654

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API TR 654 Aboveground Storage Tank Caulking or Sealing the Bottom Edge Projection to the Foundation, First Edition

standard by American Petroleum Institute, 05/01/2019

Full Description

This technical report provides guidance to owner/operators that have tanks that are set on a foundation system with the goal to protect the asset from deterioration by minimizing corrosion and foundation deterioration and allowing for proper support of the tank shell. The asset includes the tank itself, as well as the foundation system.

This document does not require that caulking or sealants be installed at the bottom edge projection and the foundation of aboveground storage tanks. It provides guidance in situations in which caulking or sealants may be advantageous and should be considered.

This technical report applies to situations where an owner/operator is considering caulk or sealant in this area, or if any regulatory agency requires or recommends that an owner/operator installs some type of caulk or sealant. This document will also consider how to inspect existing caulk and sealant, including maintenance procedures, and includes a suggested inspection schedule.

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Aboveground Storage Tank Caulking or Sealing the Bottom Edge Projection to the Foundation


API TECHNICAL REPORT 654 FIRST EDITION, MAY 2019



Special Notes


API publications necessarily address problems of a general nature. With respect to particular circumstances, local, state, and federal laws and regulations should be reviewed.


Neither API nor any of API’s employees, subcontractors, consultants, committees, or other assignees make any war- ranty or representation, either express or implied, with respect to the accuracy, completeness, or usefulness of the information contained herein, or assume any liability or responsibility for any use, or the results of such use, of any information or process disclosed in this publication. Neither API nor any of API’s employees, subcontractors, consul- tants, or other assignees represent that use of this publication wound not infringe upon privately owned rights.


Classified areas may vary depending on the location, conditions, equipment, and substances involved in any given situation. Users of this specification should consult with the appropriate authorities having jurisdiction. Users of this specification should not rely exclusively on the information contained in this document. Sound business, scientific, engineering, and safety judgment should be used in employing the information contained herein.


API publications may be used by anyone desiring to do so. Every effort has been made by the Institute to ensure the accuracy and reliability of the data contained in them; however, the Institute makes no representation, warranty, or guarantee in connection with this publication and hereby expressly disclaims any liability or responsibility for loss or damage resulting from its use or the violation of any authorities having jurisdiction with which this publication is in conflict.


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Copyright © 2019 American Petroleum Institute

ii

Foreword


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Suggested revisions are invited and should be submitted to the Standards Department, API, 200 Massachusetts Av- enue, Suite 1100, Washington, DC 20001, standards@api.org.

Contents


Page

  1. Scope 1

    1. Scope 1

    2. Applicability 1

    3. Non-applicability 1

  2. Informative Reference Publications 1

  3. Terms and Definitions 1

  4. Foundation Design and Inspection 2

    1. General 2

    2. Foundation Designs 3

    3. Tank Bottom Design 3

    4. Expectations of Foundation 4

    5. Evaluation of Condition of Foundation for Support or Caulking 4

    6. Evaluation of Foundation Settlement 4

    7. Foundation Repairs 4

    8. Foundation Surface Repairs Prior to Caulking or Sealing 5

    9. Dike Drainage 5

  5. Corrosion Considerations 5

    1. Evaluation of Bottom Edge Projection and Lower Shell for Corrosion 5

    2. Effective Length of Bottom Edge Projection due to Corrosion 6

  6. Cathodic Protection 6

    1. Evaluating Cathodic Protection Based on Water Table 6

    2. Concerns with Trapped Water 7

    3. Soil-side Corrosion Mitigation Considerations 7

  7. Using Caulk or Sealants at the Bottom Edge Projection 7

    1. General 7

    2. Substrate Movement and Joint Design 8

    3. Proper Dimensions for Successful Joint 8

  8. Potential Issues When Using Caulk or Sealants 9

    1. General 9

    2. Sealing Foundation to Bottom Edge Projection Leaving Corner Weld Exposed 9

    3. Sealing Foundation to Bottom Edge Projection and Lower Shell 10

    4. Secondary Containment Connecting Directly to Foundation 10

    5. Secondary Containment that Connects to the Bottom Edge Projection or Lower Shell 10

    6. Trapping Water Beneath the Tank Bottom 10

    7. Trapping Product from a Breach in the Bottom 10

  9. Decision to Remove Existing Caulking and Sealing 10

  10. Maintenance and Inspection of Installed Caulk or Sealant Materials 11

    1. Frequency of Inspection 11

    2. Inspection of Tank Components and Foundation 11

    3. Inspection of Caulk or Sealant 11

      Contents

      Page

    4. Repair of Caulk or Sealant System 11

  11. Figures Illustrating Typical Caulking Sealing Details 12

Figures

  1. Details of Foundation with Caulk and Backer Rod with Corner Weld Exposed 12

  2. Details of Foundation and Sealant Systems with Corner Weld Covered 12

  3. Details of Foundation and Sealant System with Corner Weld Exposed 13

  4. Details of Foundation and Sealant with Corner Weld Covered 14

Aboveground Storage Tank Caulking or Sealing the Bottom Edge Projection to the Foundation

  1. Scope


    1. Scope


      The purpose of this technical report is to provide guidance to owner/operators who have tanks that are set on a foundation system with the goal to protect the asset from deterioration by minimizing corrosion and foundation deterioration and allowing for proper support of the tank shell. The asset includes the tank itself, as well as the foundation system.


    2. Applicability


      1. This technical report does not require that caulking or sealants be installed at the bottom edge projection and the foundation of aboveground storage tanks. It provides guidance in situations in which caulking or sealants may be advantageous and should be considered.


      2. This technical report applies to situations where an owner/operator is considering caulk or sealant in this area, or if any regulatory agency requires or recommends that an owner/operator installs some type of caulk or sealant. This document will also consider how to inspect existing caulk and sealant, including maintenance procedures, and includes a suggested inspection schedule.


    3. Non-applicability


      This technical report does not offer guidance on tanks resting entirely on the ground or earth with no rigid foun- dation or foundation ring wall.


  2. Informative Reference Publications


    The following documents offer guidance and supplement this technical report.


    API Recommended Practice 575, Inspection Practices for Atmospheric and Low-Pressure Storage Tanks


    API Standard 650, Welded Tanks for Oil Storage


    API Recommended Practice 651, Cathodic Protection of Aboveground Petroleum Storage Tanks


    API Recommended Practice 652, Lining of Aboveground Petroleum Storage Tank Bottoms


    API Standard 653, Tank Inspection, Repair, Alteration, and Reconstruction


    API Standard 2610, Design, Construction, Operation, Maintenance, and Inspection of Terminal and Tank Facilities


  3. Terms and Definitions


For the purposes of this document, the following definitions apply.


3.1

bottom edge projection

The projection of the tank bottom beyond the shell.