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Method Statement: Chemical Containment Bund Construction and Integrity Testing inspection and test plan example.

Inspection and Test Plan for Method Statement: Chemical Containment Bund Construction and Integrity Testing

AI-assisted inspection and test plan connected to a method statement, with PDF and Excel export.

Published 26 May 2026 Rev. 00 28 views 1 downloads
About this ITP: This ITP defines inspections, tests, acceptance criteria, responsibilities, and records for building and verifying a chemical containment bund.

More than a static template

Unlike a downloadable Word or PDF template, this ITP is an AI-assisted editable starting point directly connected to its method statement. Every inspection activity, hold point, and acceptance criterion is structured and ready to adapt to your project.

  • AI-assisted customization — Tailor inspection activities and acceptance criteria to your specific project scope.
  • Linked method statement — This ITP is connected to the corresponding method statement describing the work sequence.
  • Multiple export formats — Download as a formatted PDF or editable Excel spreadsheet.
  • Editable starting point, not a final document — Review and verify all content against your project specifications and standards before use.

What you can customize

When you save this ITP to your account, every inspection row becomes editable. You can add, remove, or modify:

  • Inspection activity — Description of what is being inspected.
  • Inspection type — Hold point (H), Witness point (W), Review (R), or Monitor (M).
  • Responsibility — Contractor, subcontractor, engineer, or client.
  • Frequency — How often the inspection occurs.
  • Acceptance criteria — Referenced standard or specification requirement.
  • Records — Forms, test reports, or checklists required as evidence.

Why this ITP is used

To systematically verify critical quality attributes that ensure liquid-tight containment and chemical compatibility.

Who uses this inspection and test plan

Contractor QA/QC, Site Engineer, Coating Supervisor, Third-Party Inspector, and the Client/Engineer.

When this ITP is prepared and submitted

From subgrade preparation through concrete pours, lining application, sealing, isolation, leak testing, to final handover.

Who receives or approves this ITP

Client/Engineer and, where specified, a Third-Party Inspector.

Inspection scope

Materials approvals, subgrade, reinforcement/formwork, waterstops, concrete QA, curing, surface preparation, moisture, coating DFT/adhesion/holidays, joints/seals, isolation, hydrotest, and disposal.

Typical hold, witness, and review points

Pre-pour inspections (base/walls) HOLD; surface prep and moisture checks HOLD; holiday testing HOLD; hydrostatic test start and acceptance HOLD; others WITNESS/SURVEILLANCE as noted.

Typical inspection records

Submittal approvals, concrete test reports, curing logs, surface prep/DFT/adhesion/holiday records, moisture/env. logs, seal torque records, hydrotest certificates, disposal notes, as-builts.

Important approval note

This ITP is an AI-assisted editable starting point, not a pre-approved document. Before use on any project, all inspection activities, hold points, and acceptance criteria must be reviewed and approved by the relevant parties (superintendent, principal contractor, or client representative) in accordance with your contract and project quality plan.

Always verify acceptance criteria against your applicable drawings, specifications, and regulatory requirements. Hold points must be confirmed with the relevant authority before work proceeds past that point.

Inspection and test plan

Activity Inspection / Test Acceptance Criteria Responsibility Record
Material approvals Review of datasheets, certificates, SDS, compatibility statements Engineer approval prior to use QA/QC Engineer / Consultant Submittal approval, MDR
Subgrade/sub-base readiness Levels and compaction tests Level ±10 mm; compaction ≥95% MDD [Verify] QA/QC / Site Engineer Survey + compaction reports
Pre-pour (base) Formwork, rebar, cover, waterstops, cleanliness Conforms to drawings/spec; waterstop centered; forms stable QA/QC / Engineer Pre-pour checklist
Concrete delivery and tests Slump, temp, air (if specified), cylinders Within approved mix limits; cylinders achieve f'c QA/QC Concrete test reports
Surface finish and slope Level survey; visual finish Slope 1–2% to sump; finish free from fins/honeycombs Site Engineer / QA/QC Survey records
Pre-pour (walls) Rebar, penetrations, formwork, waterstops Conforms to drawings/spec QA/QC / Engineer Checklist/photos
Curing verification Curing method and duration logs ≥7 days continuous curing [Verify] QA/QC Curing log
Surface preparation for lining ICRI CSP comparator; cleanliness (SSPC-SP 13/NACE 6) CSP 3–5; laitance removed; sound substrate Coating Supv. / QA/QC Surface prep report
Moisture/environmental check ASTM D4263 or F2170; dew point spread; RH/temp Within manufacturer limits; DP ≥3°C QA/QC Env. logs
Primer/stripe coat application WFT; coverage Uniform; within ±10% of target Coating Supv. / QA/QC Coating log
Build coats and DFT control DFT measurements per SSPC-PA 9 Total DFT 1.5–2.0 mm [Verify]; no runs/sags Coating Supv. / QA/QC DFT records
Adhesion pull-off test ASTM D7234 pull-off ≥1.5–2.0 MPa [Verify per service]; cohesive failure preferred QA/QC / TPI (if required) Adhesion test report
Holiday (continuity) testing ASTM D4787 HV spark test Zero holidays; repaired areas retested 100% QA/QC / Coating Supv. Holiday test report
Joint sealant and penetration seals Visual; torque check; leak soap test if pressurized Continuous seal; torque per datasheet QA/QC / Foreman Seal install record
Drain isolation verification Physical inspection; LOTO check Valves locked/closed; blinds fitted Site Engineer / HSE LOTO record
Hydrostatic leak test Fill, soak 24 h, monitor 24–48 h; evaporation pan No visible leaks; corrected drop ≤1 mm/24 h [Verify] QA/QC / Engineer / TPI (if required) Leak test certificate; logs
Disposal of test water pH/contaminant check per EMP Disposed via approved route; no spills HSE / Site Engineer Waste transfer notes
Final inspection and handover Punch list close; documentation review All records complete; NCRs closed; warranties submitted PM / QA/QC / Client Handover dossier

This table is a read-only public reference. Download the PDF or Excel version, or customize this ITP to edit it for your project.

Frequently asked questions

ASTM D4787 provides practice for continuity verification of linings on concrete substrates.

Typical acceptance is ≥2.0 MPa by ASTM D7234 pull-off; confirm with the lining manufacturer and project specs.

Follow SSPC-PA 9: take systematic readings per area/coat to statistically represent the surface; frequency may be increased in high-risk zones.

Related method statement

This Inspection and Test Plan is associated with the Method Statement: Chemical Containment Bund Construction and Integrity Testing method statement, which describes the step-by-step construction sequence, resources, materials, equipment, safety controls, and environmental controls for this activity.

View the Method Statement: Chemical Containment Bund Construction and Integrity Testing method statement →

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