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SPCC secondary containment requirements

The SPCC rule asks for two kinds of containment. Every bulk storage container (tanks, drums and totes of 55 gallons or more) needs sized containment: room for the entire capacity of the largest single container plus enough freeboard for rain. Everywhere else oil could escape, such as transfer areas, piping and equipment, you need general containment sized for the most likely spill.

Updated November 2026. From 40 CFR 112.7(c), 112.8(c)(2) and (c)(11) and chapter 4 of EPA's SPCC Guidance for Regional Inspectors (December 16, 2013), read November 13, 2026.

General vs sized containment

General containmentSized containment
Rule112.7(c)112.8(c)(2) for fixed tanks, (c)(11) for drums, totes and portable tanks; 112.6(a)(3)(ii) at a Tier I site
WhereAny part of the facility where oil could be discharged: loading and unloading areas, piping, pumps, oil-filled equipment, drum handlingBulk storage containers, except mobile refuelers and other tank trucks used only on site
How bigThe typical failure mode and most likely quantity of oilEntire capacity of the largest single container plus sufficient freeboard for precipitation
Active measures allowed?Yes: spill kits, sorbents, drain covers, if they can be deployed in timeRarely: EPA's guidance says active measures for larger containers may not meet good engineering practice, so dikes, curbs, pits or double walls are the norm

Section 112.7(c) lists acceptable methods for onshore facilities: dikes, berms or retaining walls sufficiently impervious to contain oil; curbing or drip pans; sumps and collection systems; culverting, gutters or other drainage systems; weirs, booms or other barriers; spill diversion ponds; retention ponds; and sorbent materials. The whole system, walls and floor, must hold oil long enough for cleanup.

What "sufficient freeboard" means

The rule doesn't define it. In 2002 EPA said the proper standard is room for a 25-year, 24-hour storm, but chose not to make it binding, so its own inspector guidance calls that standard "not enforceable." The guidance adds that a 110 percent of the largest tank rule of thumb "may be an acceptable design criterion in many situations," that many state tank rules require at least 110 percent, and that in wet climates 110 percent may not hold a real storm. Some states require you to design for storm events. Where rainfall data are available, EPA suggests considering the 25-year, 24-hour storm anyway; NOAA publishes those depths by location in its precipitation frequency atlas.

Worked example: one tank in a dike

A 1,000-gallon vertical diesel tank in a concrete dike with a 10 ft by 8 ft floor. One cubic foot holds 7.48 gallons.

Tank volume: 1,000 gal ÷ 7.48 = 133.7 ft³ Wall height for the tank alone: 133.7 ft³ ÷ 80 ft² = 1.67 ft (20.1 in) At 110%: 1,100 gal ÷ 7.48 = 147.1 ft³ ÷ 80 ft² = 1.84 ft (22.1 in) For the tank plus a 4 in storm: 20.1 in + 4 in = 24.1 in

A 2-foot wall (24 in) meets the 110 percent rule of thumb. Whether it holds your 25-year storm depends on your rainfall: if that storm drops more than about 3.9 inches in a day, build higher.

Worked example: two tanks sharing a dike

When other containers sit inside the same dike, their footprint takes space the spilled oil can't use. EPA's own worksheets and its inspector guidance (Figure 4-6) subtract that "displacement" before checking freeboard.

Add a 500-gallon vertical tank, 4 ft across, to the dike above and raise the walls to 2.5 ft.

Gross dike volume: 10 × 8 × 2.5 = 200 ft³ = 1,496 gal Displacement of the 500-gal tank: (π × 4² ÷ 4) × 2.5 = 31.4 ft³ = 235 gal Net capacity: 1,496 − 235 = 1,261 gal (126% of the 1,000-gal tank) Freeboard left: 261 gal = 34.9 ft³ ÷ 80 ft² = 0.44 ft (5.2 in of rain)

The largest tank still governs; the smaller tank only shrinks the room. Tanks that are permanently manifolded so they work as one unit count as one container, so their combined capacity is the "largest single container."

The rule doesn't make you show these numbers in the plan, but EPA's worksheet page says to keep the calculations so you can show an inspector. EPA publishes four blank worksheets (single vertical tank, multiple horizontal tanks, remote impoundment, new construction) that assume a flat floor and square corners.

Worked example: general containment at a transfer area

For a hose or pump, size containment from the failure you expect. EPA's guidance (Figure 4-10) uses a delivery truck pumping heating oil at 150 gallons a minute, with an attendant who can close the valve within 15 seconds of a hose rupture: 150 ÷ 60 × 15 = 37.5 gallons, so the measure must hold at least that much, more if the shutoff takes longer.

Spill kits and sorbents: know their limits

Active measures count for general containment only if your crew can deploy them before oil reaches water. EPA's guidance warns that most commercial spill kits handle about 150 gallons, and a single "high-capacity" sorbent pad absorbs less than 0.7 gallons: a 600-gallon spill would take more than 900 pads. Write in the plan where kits are kept, how much they hold, and who deploys them.

Common setups and how EPA treats them

Draining rainwater out of a dike

Diked areas must drain through manual open-and-closed valves, never flapper valves; pumps must be started by hand after checking the water (112.8(b)). If rainwater from the dike goes to a storm drain or open water rather than a treatment system, keep the bypass valve sealed closed, inspect the water for sheen before releasing it, open and reseal the valve under supervision, and keep a record of each event (112.8(c)(3)). EPA's Tier I template has a dike drainage log for this in Attachment 3.3.

When containment isn't practicable

If you can't build containment somewhere, 112.7(d) lets the plan explain why and use an oil spill contingency plan plus a written commitment of manpower, equipment and materials instead; for bulk storage containers you also need periodic integrity testing of the containers and integrity and leak testing of their valves and piping. Only a PE may make that call: a Tier I plan can't contain it at all, and in a Tier II plan a PE must certify that section in writing (112.6(b)(4)).

ePlan's SPCC draft lists each container with the containment you describe and flags any without it; it doesn't size dikes for you or replace a PE where one is needed. The inspection checklist covers what to look at in the dike every month.

Questions

Does the SPCC rule require 110% secondary containment?

No. It requires the entire capacity of the largest single container plus sufficient freeboard for precipitation. EPA's guidance calls 110 percent an acceptable rule of thumb in many situations, and many state rules require it, but in wet places it may not be enough.

Do 55-gallon drums need secondary containment?

Yes. A 55-gallon drum is a bulk storage container, so under 112.8(c)(11) (or 112.6(a)(3)(ii) at a Tier I site) it needs containment that holds the largest drum or container in the area, plus freeboard if it's exposed to rain.

Do double-walled tanks need secondary containment?

They're subject to the requirement, but the outer wall usually meets it. EPA expects overfill protection and monitored transfers along with it.