Approximate pricing
Customized Repair Estimate after on-site inspection reflects your scope.
Epp Foundation Repair maps differential settlement with laser-level survey, then lifts in 1/4-inch increments. Stabilization comes first, and some lift is often possible depending on the soil and the structure.
A local specialist will inspect your foundation, walk you through the findings, and send a clear estimate, no cost, no pressure.
Diagnosis First
Foundation leveling lifts a settled house back toward its original elevation once Epp Foundation Repair confirms the drop is real settlement, not slab heave from expansive clay. Helical or push piers stop further settlement first, then lift proceeds in quarter-inch increments as the soil and structure allow. Decades-old settlement or bowing basement walls call for a different fix, not leveling.
In Depth
Everything a Midwest homeowner should know about this repair, from the specialists who do it every day.
Epp Foundation Repair has leveled houses across Nebraska, Iowa, Kansas, and Missouri since 1994, and the cause almost always traces to one of two soil behaviors: differential settlement on Midwest loess, or slab heave from expansive clay. Loess deposits across eastern Nebraska and western Iowa compress when interior bearing points are loaded heavier than the perimeter. That drops the center of the house while the outside walls stay put. In Kansas and Missouri, expansive clay with a plasticity index above 30 swells 15 percent by volume when wet, then shrinks when dry, producing what looks like settlement but is actually slab heave. Dave Epp drives every initial settlement inspection himself across the Lincoln, Omaha, Grand Island, Norfolk, and St. Joseph service areas because foundation repair follows diagnosis. A house that has dropped 1.5 inches at an interior bearing point needs a fundamentally different repair than a slab that has heaved 0.75 inch in the middle. Misreading that difference is the most common mistake non-specialist contractors make in this region.
Epp crews run a laser-level survey across the entire main floor before the first pier goes in the ground. The survey produces a contour map of floor elevations at 12-inch intervals, referenced against a bench-mark transit set outside the structure. That map tells the foreman three things: how much elevation has been lost, where the bearing points are now relative to their original position, and which areas of the house can tolerate lift without cracking finished drywall, tile, or plumbing. Lift typically proceeds in 1/4-inch increments with a foreman monitoring interior finishes between each cycle. The piers stop further settlement first, and some lift is often possible after that, depending on the soil and the structure. Full recovery to original elevation is rare in regional loess and clay soils, and any contractor promising it has not been honest with the homeowner.
Leveling is appropriate when settlement is recent, actively progressing, and tied to a soil condition Epp Foundation Repair can correct or bypass. Helical piers (driven to load-bearing strata, typically 15 to 35 feet deep in this region) carry weight-bearing repairs on full-perimeter or load-bearing wall settlement. Push piers (resistance piers) work on heavier two-story structures with adequate dead load to generate driving resistance. Polyurethane foam injection works for interior slab lift on lower-load conditions. Typically slab-on-grade floors, garage floors, and shallow porch slabs. Leveling is the wrong call when settlement is decades old and finishes have already adjusted to the new elevation, when bowing wall pressure (a separate failure mode) is the actual structural issue, or when slab heave from expansive clay is the underlying cause. Heaved slabs need moisture management and sometimes soil stabilization, not lift. Epp Foundation Repair turns down leveling work every month on houses where stabilization is the honest scope.
Helical piers screw into the ground like a giant auger and develop capacity from soil shear at depth. They work in nearly any soil profile across Nebraska, Iowa, Kansas, and Missouri because the installer can verify torque-to-capacity in real time during installation. Push piers use the weight of the house itself as reaction force, hydraulically driving steel pipe sections through soft soils until they hit refusal on bedrock or dense till. Generally two-story homes or houses with brick veneer. Foam cures in 15 minutes and supports light-residential and slab applications, not full-perimeter house lift.
A diagnostic laser-level survey and bench-mark inspection is performed at no cost across the Epp service area. 6 to 8 piers, with crack monitoring before and after lift. Push pier projects on heavier two-story homes in St. Customized Repair Estimate after on-site inspection reflects your scope. Epp Foundation Repair holds a BBB A+ rating and won the BBB Integrity Award in 2011 and 2016. Both decisions made on the strength of estimate accuracy and scope honesty, which is exactly where leveling jobs go wrong when contractors oversell lift.
Which Solution Is Right?
| Method | Fits when | Not a fit when | Warranty |
|---|---|---|---|
| Helical Piers | Full-perimeter or load-bearing wall settlement in nearly any soil profile, with torque-to-capacity verified in real time. | The job is an interior slab lift rather than a full-perimeter house lift, where foam is a better fit. | Lifetime of the structure, stabilization only, piered crack to crack, crack to corner, or corner to corner |
| Push Piers | Heavier two-story structures or homes with masonry veneer that have adequate dead load to generate driving resistance, driven hydraulically to refusal on bedrock or dense till. | The structure is lighter and lacks the dead load push piers need, where helical piers are the better fit. | Lifetime of the structure, stabilization only, piered crack to crack, crack to corner, or corner to corner |
| Polyurethane Foam Injection | Interior slab lift on lower-load conditions, such as slab-on-grade floors, garage floors, and shallow porch slabs. | A full-perimeter house lift is needed, which foam does not support. | 5 years, failure of the material to perform its lift or stabilization function due to defects in materials or workmanship |
Warranty terms above are the headline coverage and its governing condition. Full terms, exclusions, and owner responsibilities for every method are on Epp's warranty terms page.
Each method is matched to a specific failure mode and soil profile. Browse the toolkit we draw from when diagnosing your home.
When a foundation has settled into soft or eroding soil, surface-level repairs treat the symptom. Helical piers transfer the structure's load to deep bearing soil, stopping settlement permanently, often restoring lost elevation.
Epp Foundation Repair has installed resistance push piers under settling Nebraska, Iowa, Kansas, and Missouri foundations since 1994. Driven to refusal under the structure's own weight, warrantied for life on the pier itself.
Epp Foundation Repair has injected mid-soil polyurethane under settled slabs and foundations across Nebraska, Iowa, Kansas, and Missouri since 1994. Engineered lift in fifteen minutes.
Epp Foundation Repair has reinforced bowed walls across Nebraska, Iowa, Kansas, and Missouri since 1994. No interior steel, no excavation, no lost basement space.
Epp Foundation Repair has stabilized settling structures across Nebraska, Iowa, Kansas, and Missouri since 1994 by carrying the load past weak surface soil to firm ground below. Stop the settlement, then attempt to recover what you can.
Epp Foundation Repair has injected foundation cracks across Nebraska, Iowa, Kansas, and Missouri since 1994, and uses sequential polyurethane plus epoxy when one alone won't hold.
Loess soils across eastern Nebraska and western Iowa lose strength when wet. Expansive clay across northeast Kansas and northwest Missouri swells and shrinks with the seasons. Foundation movement here behaves differently than in states with stable bearing soil, which is why our diagnosis starts with the soil under the home, not just the crack on the wall.
Most of eastern Nebraska and western Iowa sits on wind-deposited loess, a fine, silty soil 10 to 200+ feet deep. Loess holds its structure when dry but loses cohesion rapidly when saturated. After a wet spring, saturated loess expands against foundation walls. After a dry Nebraska summer, it contracts, pulling away from footings, creating voids beneath slabs, and producing the vertical and diagonal settlement cracks we see most frequently on the Lincoln, Omaha, Council Bluffs corridor.
The Marshall and Sharpsburg loess series, dominant across the eastern Nebraska service area, are particularly prone to this cyclical volume change. Homes built in the 1960s, 1980s on uncompacted loess backfill show the highest incidence of progressive settlement cracking in our inspection data.
Eastern Nebraska's 36, 42" frost penetration depth means the soil below grade freezes and thaws 60, 80 times per year. Each cycle applies lateral pressure to basement walls. A wall that holds through ten cycles can fail in the eleventh if drainage has worsened, backfill has settled, or the wall was already at capacity. Horizontal cracks near the soil grade line are almost always a freeze-thaw story in this region.
In eastern Kansas, expansive clay pockets near the surface introduce a different failure mode. Consistent volume change regardless of frost depth. Horizontal cracking in Kansas foundations typically traces to clay expansion; the same pattern in Nebraska more often indicates frost-driven hydrostatic pressure.
These are the foundation repair problem signs Epp Foundation Repair diagnoses most often. Each one links to what causes it and how it is repaired.
Our specialists evaluate the underlying cause before recommending any work. Inspections are at no cost and there's no obligation to proceed.
"I'd rather guarantee five-eighths of an inch of safe lift than promise the moon and crack your kitchen tile. After more than two decades doing this in Nebraska soil, I've seen what happens when somebody over-corrects a settled house. Stabilize first. Lift what the ground will give you."
Completed work photographed on real job sites across Nebraska, Iowa, Kansas, and Missouri.


Epp Foundation Repair is locally owned and operated, with crews dedicated exclusively to foundation, basement, and concrete work across the Midwest.
Foundation repair, waterproofing, and concrete leveling are our entire focus, not a sideline.
Three decades of experience with Midwest soils, basements, and weather conditions.
Recognized in 2011 and 2016 for ethical business practices and customer transparency.
Every repair comes with a written Epp warranty, from 1 year to the lifetime of the structure depending on the product.
Don't see your question here? Our team is happy to help. Reach out anytime.
Every home is different. What a repair costs depends on the cause, the scope, and access. A free on-site inspection produces a Customized Repair Estimate that reflects your home, not a typical range.
Customized Repair Estimate after on-site inspection reflects your scope.
Foundation leveling is the wrong scope when settlement is decades old and finishes have adjusted to the new geometry, when bowing or leaning basement walls (a separate failure mode) are the actual structural issue, or when the apparent low spot is really slab heave from expansive clay swelling. Heaved slabs need moisture management, not lift. Epp Foundation Repair declines leveling work every month on houses where honest stabilization is the right call.
Epp Foundation Repair holds a BBB A+ rating and won the BBB Integrity Award in both 2011 and 2016. Recognition based on estimate accuracy and scope honesty, the exact discipline that prevents oversold leveling jobs.
Related to what you are reading. Our team covers the same ground on camera.
Every foundation repair method we install. Sequenced so the soil profile and failure mode determine the fix.
01 And the cause determines the repair method. There is no universal fix. A hairline shrinkage crack in poured concrete is cosmetic. A horizontal crack in block at the soil grade line is lateral pressure and needs reinforcement. A stair-step crack widening through brick veneer is differential settlement and needs underpinning beneath the affected wall.
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02 A leaning or bulging retaining wall is a soil problem before it is a wall problem. Epp Foundation Repair diagnoses the failure mode first, then prescribes the right fix: helical tieback anchors, drainage correction, or full wall replacement.
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03 A settled slab foundation does not always mean piers. Sometimes the right answer is polyurethane foam, sometimes it is slab piers, and sometimes the slab needs to be replaced. Epp Foundation Repair diagnoses the depth and cause of the void first, then chooses the lift method.
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04 When the soil under your foundation is the problem, repairing the structure alone fails within two or three wet-dry cycles. Epp Foundation Repair treats the cause. Collapsing loess, expansive clay, washed-out voids, using polyurethane chemical injection, soil grouting, and deep-driven helical anchors, matched to the soil under your specific lot.
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05 Foundation repair for warehouses, industrial slabs, strip malls, and multi-tenant residential. Engineered to commercial load classes, scheduled around your operations, executed alongside your structural engineer. Dave Epp personally inspects every commercial bid before the crew is dispatched.
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06 Epp Foundation Repair stabilizes failing slab-on-grade foundations across Nebraska, Iowa, Kansas, and Missouri using slab piers, polyurethane lift, and void-fill foam. Most settled slabs trace back to shallow original footings, expansive clay heave, or undetected plumbing voids. Epp diagnoses the cause before quoting a repair.
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07 Epp Foundation Repair stabilizes poured concrete, CMU block, and stone basement walls across Nebraska, Iowa, Kansas, and Missouri. Each wall type fails differently. Epp diagnoses the failure pattern before specifying carbon fiber, wall anchors, push piers, or perimeter waterproofing.
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08 Epp Foundation Repair inspects, supplements, and replaces failing pier systems across Nebraska, Iowa, Kansas, and Missouri. Including 1970s-era helical piers installed before torque verification, rotted wooden crawl-space posts, and undersized push piers from prior contractors. Every existing pier gets a load test before Epp recommends replacement.
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09 Epp Foundation Repair consults with builders and homeowners on new builds across Nebraska, Iowa, Kansas, and Missouri. Pre-construction soil assessment and engineered helical pier installs on questionable sites. Epp does not pour foundations or install waterproofing during construction. The honest scope is here.
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10 On-site foundation inspection with laser-level floor survey, crack monitor installation, and 30-to-90-day re-measure protocol that separates structural movement from cosmetic settling before any repair recommendation.
Learn moreLocal crews based in five regional offices, dispatched daily across four states. If your town isn't listed, call us: we likely serve your area.
A straightforward path from initial inspection to completed repairs.
Epp Foundation Repair maps floor elevations at 12-inch intervals across the main floor, referenced against a bench-mark transit set outside the structure. The survey produces a contour map showing exactly how much elevation has been lost and where bearing points sit relative to original geometry. The survey fee is a planning range, confirmed when Epp schedules your free on-site inspection. Contact Epp Foundation Repair for a free, on-site Customized Repair Estimate.
Dave Epp reviews the survey, crack patterns, and soil profile to select helical piers, push piers, or polyurethane foam. Helical piers handle most Nebraska and Iowa loess sites. Push piers work on heavier two-story homes with masonry veneer. Foam handles interior slab and lower-load applications. Method choice gets explained in the Customized Repair Estimate, not assumed.
Helical piers screw into the ground until torque values confirm load-bearing capacity, typically 15 to 35 feet deep in this region. Push piers drive hydraulically to refusal on bedrock or dense till. Each pier is verified to design capacity before lift begins. Crack monitors are installed on adjacent finishes to track movement during lift.
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