Enter your tank shape, interior dimensions, wall thickness, and height to instantly calculate concrete volume in cubic yards, bag counts, and total cost estimate — with or without a base slab.
Free to use
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No sign-up required
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Rectangular & cylindrical tanks
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Imperial & metric supported
✓ Walls + optional base slab✓ Interior vs exterior dimensions handled✓ Works on any device✓ Last verified May 2026
Measure inside the forms — not outside.Please enter a valid length greater than 0.
Short dimension of the interior.Please enter a valid width greater than 0.
Measure inside face to inside face across the tank.Please enter a valid diameter greater than 0.
Full height of the concrete wall, floor to top.Please enter a valid height greater than 0.
Minimum 6 in for water retention. 8–12 in for deeper tanks.Please enter a valid wall thickness greater than 0.
Add 10% for standard pours. 15% for curved forms or complex geometry.
$
Leave blank to skip cost estimate. US average: $100–$150/yd³ for ready-mix.
Results appear instantly. No sign-up required.
Your Concrete Estimate
Total Concrete Volume (with waste)
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Cubic Yards (yd³)
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Cubic Feet (ft³)
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Cubic Meters (m³)
Volume Breakdown (before waste)
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Wall Concrete (yd³)
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Base Slab (yd³)
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Net Total (yd³)
Bags Required (includes waste)
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60 lb bags
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80 lb bags
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40 lb bags
—Tank Shape
—Wall Thickness
—Base Slab
—Waste Factor
Estimated Material Cost
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Concrete material cost only. Add waterproofing membrane ($1.50–$4/ft² of wetted surface), labor ($8–$18/ft² for formed poured-concrete structures), formwork, and curing compound for a full project budget.
Choose your tank shape.
Select Rectangular for square or oblong tanks built with straight forms. Select Cylindrical for round tanks — these are common for precast-inspired poured-in-place cisterns, septic-style tanks, and water storage. The diagram updates to show the correct cross-section.
Enter interior dimensions — not exterior.
Measure or design from the inside face of the wall. The calculator adds wall thickness on all sides to determine the total concrete volume. Using exterior measurements will double-count the corners and significantly over-estimate your pour. For rectangular tanks, enter the length and width of the usable interior space. For cylindrical tanks, enter the inside diameter.
Enter wall thickness and height, then decide on the base slab.
Minimum wall thickness for a water-retaining structure is 6 inches; 8 inches is standard for most residential cisterns; 10–12 inches for tanks deeper than 8 feet or holding more than 10,000 gallons. Check "Include base slab" unless you are pouring walls onto an existing concrete floor or natural bedrock. The base uses the same thickness as the walls.
Review the volume breakdown, then order materials.
The results show wall concrete and base slab concrete separately — useful if you're pouring the floor separately or if the base slab was already installed. Give the total cubic yards figure to your ready-mix supplier. Bags are for small tanks only; for anything over 1 yd³, ready-mix is faster and delivers more consistent compaction.
⚠ Pro Tip: For any cistern holding potable water, specify a minimum 4,000 PSI mix with a water-to-cement ratio below 0.50 — and seal every surface with a waterproofing admixture or crystalline waterproofing membrane. A plain 3,000 PSI mix will seep. The waterproofing is not optional if you want water-tightness without ongoing maintenance.
Concrete Tank Wall Formula
The calculation treats the tank walls as a hollow box (rectangular) or hollow cylinder (cylindrical). The key rule: always work from interior dimensions and add wall thickness outward. This ensures corner volumes are counted exactly once for rectangular tanks.
Rectangular Tank — Worked Example
Step
Formula
Example: 8×8 ft interior, 8 in wall, 6 ft tall
1. Convert wall thickness
8 in ÷ 12
0.667 ft
2. Outer length
int_L + 2 × wall_t
8 + 1.333 = 9.333 ft
3. Outer width
int_W + 2 × wall_t
8 + 1.333 = 9.333 ft
4. Wall volume
(outer_L × outer_W − int_L × int_W) × height
(87.10 − 64) × 6 = 138.6 ft³
5. Base volume
outer_L × outer_W × wall_t
9.333 × 9.333 × 0.667 = 58.1 ft³
6. Total (net)
walls + base
196.7 ft³ = 7.29 yd³
7. Add 10% waste
× 1.10
7.29 × 1.10 = 8.02 yd³
Common Tank Size Reference Table
Concrete volumes for common cistern and tank sizes — 10% waste already included.
Tank Type & Size
Wall Thick.
Height
Capacity (approx.)
Concrete (yd³)
Rect. 4×4 ft interior
8 in
4 ft
~480 gal
2.8 yd³
Rect. 6×6 ft interior
8 in
5 ft
~1,350 gal
5.4 yd³
Rect. 8×8 ft interior
8 in
6 ft
~2,900 gal
8.0 yd³
Rect. 10×10 ft interior
10 in
7 ft
~5,200 gal
13.8 yd³
Rect. 12×8 ft interior
10 in
8 ft
~5,750 gal
15.1 yd³
Cyl. 6 ft dia. interior
8 in
5 ft
~1,060 gal
4.4 yd³
Cyl. 8 ft dia. interior
8 in
6 ft
~2,260 gal
6.7 yd³
Cyl. 10 ft dia. interior
10 in
8 ft
~4,700 gal
12.3 yd³
Capacities assume the tank is filled to 90% of interior volume. Concrete volumes include 10% waste factor and a base slab at the same thickness as the walls.
What Wall Thickness Does My Cistern Need?
Wall thickness in a water-retaining structure is driven by hydrostatic pressure, reinforcement requirements, and the practicality of getting concrete fully consolidated inside the forms. Thinner walls sound cheaper — they're not when you factor in the cost of a leaking or failed tank.
Recommended minimum wall thickness for concrete cisterns and tanks by application.
Application
Min. Wall Thickness
Min. PSI
Key Notes
Rainwater collection (shallow, ≤4 ft)
6 inches
3,500 PSI
Crystalline waterproofing required; rebar minimum #3 at 12 in o.c.
Residential cistern (4–6 ft depth)
8 inches
4,000 PSI
Water-cement ratio ≤0.50; rebar #4 at 12 in o.c. each face
Potable use requires NSF-61 compliant waterproofing
Commercial water storage (>8 ft)
12 inches+
4,500 PSI
Structural engineering required; post-tensioning often specified
Septic / greywater tank
8 inches
4,000 PSI
Must meet local code; H-20 loading if trafficked
Underground (traffic loading)
10–12 inches
4,500 PSI
H-20 rated design; engineer sign-off mandatory
Structural engineers size cistern walls for hoop stress and soil pressure, not just water pressure. If your tank exceeds 6 feet in depth, is underground, or holds more than 5,000 gallons, stop guessing wall thickness and hire an engineer. The fee ($500–$2,000) is negligible against the cost of failure.
Common Mistakes When Estimating Cistern & Tank Wall Concrete
📐
Using exterior dimensions instead of interior dimensions.
This doubles the wall thickness at every corner of a rectangular tank, adding concrete that doesn't exist. On an 8×8 ft tank with 8-inch walls, using exterior dimensions overstates the concrete volume by roughly 15–20%. Always start from the inside face and add wall thickness outward.
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Specifying concrete that isn't water-tight.
A standard 3,000 PSI slab mix is designed for slabs, not hydraulic structures. For any water-retaining application, you need minimum 4,000 PSI, a water-to-cement ratio below 0.50, and a waterproofing admixture or membrane. Ordering the wrong mix is the #1 reason new cisterns seep.
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Forgetting that wall thickness must accommodate reinforcement cover.
ACI 318 requires 2 inches of concrete cover over rebar in water-retaining structures (3 inches if exposed to soil). A 6-inch wall with two layers of rebar leaves almost no room for aggregate to pass and consolidate — 8 inches is the practical minimum for reinforced walls.
⚠️
Skipping the base slab or undersizing it.
Pouring walls on compacted gravel and calling it done is only acceptable in specific geotechnical conditions. A concrete base slab tied into the walls via rebar creates a monolithic structure that resists hydrostatic uplift (buoyancy) when the tank is empty and the water table is high. Omit it incorrectly and an empty tank can float out of the ground.
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Not allowing for cold joint risk during the pour sequence.
Large cistern walls are often poured in lifts. Each lift must be vibrated and the next lift placed before the previous one reaches initial set — typically within 90 minutes in warm weather. Failing to schedule lifts correctly creates cold joints in a hydraulic structure, which almost always leads to leakage along the joint plane.
Frequently Asked Questions
For a residential cistern up to 6 feet deep, 8 inches is the standard minimum for reinforced poured concrete. Shallower tanks (under 4 feet) can use 6-inch walls. Tanks deeper than 6 feet or larger than 10,000 gallons should be engineered — 10 to 12 inches is common in those cases. The wall must also provide adequate cover over the reinforcing steel: ACI 318 requires 2 inches of cover in water-retaining structures, which effectively rules out 6-inch walls if you're running two-way rebar.
Functionally, both store water — but the term "cistern" typically refers to a below-grade or partially below-grade structure built to collect and store rainwater or harvested water, often for potable or irrigation use. "Tank" is a broader term that can describe above-grade containers (steel, plastic, or concrete) or in-ground structures for any liquid. For concrete construction purposes, the engineering principles are identical: hydraulic mix design, waterproofing, and reinforcement sized for hydrostatic pressure.
Always use interior dimensions — the usable inside space of the tank. The calculator adds the wall thickness on all sides to derive the total concrete volume. Using exterior dimensions would cause the tool to add wall thickness again, double-counting the corners and significantly overstating how much concrete you need. For a rectangular tank, measure from inside face to inside face on both length and width. For a cylindrical tank, measure inside diameter face to face across the center.
Minimum 4,000 PSI for any water-retaining structure. Specify a maximum water-to-cement ratio of 0.50 to limit permeability. For potable water cisterns, add a crystalline waterproofing admixture (products like Xypex or Kryton) directly to the mix — this fills capillary pores and is NSF 61 certified for contact with drinking water. Do not use a plain 3,000 PSI mix designed for flatwork; it is not dense enough to resist water infiltration under sustained head pressure.
Most residential cisterns are poured in two stages: the base slab first, then the walls after the slab has cured (minimum 3–5 days). The wall rebar is set in the base slab before the pour so the two elements tie together structurally. The joint between the slab and wall base is a construction joint — it must be treated with a waterstop strip (swelling bentonite or PVC) to prevent leakage at that plane. Attempting a single monolithic pour is possible but requires skilled formwork and is rarely done outside precast or specialized projects.
Yes — this is called hydrostatic uplift, and it's a real failure mode. If the water table rises around an empty underground tank, the buoyant force can exceed the weight of the concrete structure and lift it out of the ground. Mitigation strategies include designing for minimum concrete weight that resists uplift, anchoring the base slab with deadman anchors or helical piers, adding ballast around the exterior, or ensuring the tank is never fully emptied when the water table is seasonally high. This is another reason to involve a structural engineer for buried tanks.
A properly designed and waterproofed concrete cistern can last 50 to 100 years. The key variables are mix design quality, cover over rebar, waterproofing treatment, and whether the lid/access is properly sealed to prevent freeze-thaw damage. Concrete cisterns that leak tend to fail within the first 5–10 years — usually at the wall-to-slab joint or through cracks caused by inadequate wall thickness and reinforcement. Inspect annually for cracks, efflorescence, or discoloration indicating seepage.
One cubic foot holds approximately 7.48 US gallons. To estimate capacity, multiply the interior length × width × height (all in feet) to get cubic feet, then multiply by 7.48. For a cylindrical tank, use π/4 × diameter² × height × 7.48. In practice, design for 85–90% usable capacity to allow for sediment accumulation and to avoid drawing the pump inlet dry at the bottom of the tank.
In most US jurisdictions, an in-ground concrete cistern requires a building permit and often a plumbing permit if connected to a water supply or distribution system. Some states (particularly in the Southwest and Pacific Northwest) have specific rainwater harvesting regulations — some require a permit, others actively encourage harvesting with rebates. Cisterns for potable use may also require health department approval and inspection. Always check local codes before excavating; installing a cistern without permits can result in mandatory removal and fines.
The wall-to-floor construction joint is the most common leak point — water finds the path of least resistance and that joint is almost always it. The fix is to install a waterstop (PVC or swelling bentonite strip) in the joint before pouring the walls. The second most common leak cause is using a non-hydraulic concrete mix (plain 3,000 PSI) without waterproofing admixture or membrane. Shrinkage cracks from inadequate curing are the third — concrete must be kept moist for at least 7 days after placement.