Foundation Systems · Built on Engineered Ground

The tank is only as good as what holds it.

Site-engineered concrete ring-wall, embedded-ring, and slab foundations designed to your soil report, loads, and codes — so settlement, frost, and seismic events never become a tank problem.

Geotech
Soil-Matched
PE
Stamped Design
Ring/Slab
Per Site
Seismic
ASCE 7
Crew pouring a circular concrete tank foundation with a boom pump
Concrete Foundation Pour
Design
PE-Stamped
Foundation Types

Right base. Right site.

Foundation selection follows the soil report, the tank loads, and the freeze and seismic conditions at your site. We engineer the base to the actual ground — not a one-size template.

RING

Concrete Ring Wall

Perimeter Load Path

A reinforced concrete ring that carries the shell load to bearing soil, with a compacted granular interior. The standard foundation for medium-to-large bolted and welded tanks.

  • UseMedium–large tanks
  • CarriesShell perimeter load
  • InteriorCompacted granular
  • DesignSoil-report based
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EMBEDDED

Embedded Ring (Type 6)

Anchored & Frost-Protected

An embedded ring foundation with integral anchorage for high wind/seismic uplift and frost-depth protection — common where codes demand positive anchorage.

  • UseHigh uplift / seismic
  • AnchorIntegral bolts
  • DepthBelow frost line
  • CodeASCE 7 governed
Configure / Inquire →
SLAB

Full Slab & Custom

Soft Soils & Special Cases

Full structural slabs, pile-supported caps, and custom foundations for poor soils, high water tables, or unusual loading — engineered case by case.

  • UsePoor / soft soils
  • TypeSlab / piled / custom
  • DriverGeotech findings
  • DesignProject-specific PE
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Why It Matters

Settlement is a tank killer.

Differential settlement and frost heave overstress shells and crack welds — failures we have investigated firsthand. A foundation engineered to the soil report prevents the problem instead of inviting the forensic report later.

  • Soil-Report Driven
    Bearing capacity, settlement, and frost depth from your geotech report drive the design — not assumptions.
  • PE-Stamped Drawings
    Foundation, reinforcement, and anchorage stamped by the licensed engineer for your jurisdiction.
  • Coordinated With the Tank
    Anchor bolt patterns, loads, and tolerances coordinated with the tank design so the two fit on day one.
Concrete pump staged at a tank foundation jobsite
Foundation Placement Equipment
ACI 318
Structural concrete design
ASCE 7
Wind, seismic & snow loads
AWWA D103
Tank foundation references
IBC
Geotech & foundation provisions
PE
State-stamped submittals
Frequently Asked

Answers before you submit.

For anything but the smallest tanks, yes — bearing capacity, settlement potential, frost depth, and seismic site class all come from the geotechnical report and drive the foundation type and reinforcement. If you do not have one, we can help arrange it.
Soil and loads decide. Good bearing soil and a medium-to-large tank usually means a ring wall; soft soils, high water tables, or heavy uplift may call for an embedded ring, full slab, or piles. We engineer to the actual ground rather than defaulting to one type.
Yes. Foundation, reinforcement, and anchorage drawings are PE-stamped for your state and coordinated with the tank's anchor pattern and loads so the two fit together on installation day.
Ready When You Are

One source. Every line.

Tanks, covers, coatings, accessories, and forensic review combine in a single configured quote. Give us 24 hours and a project address.