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Castle Hills · Bexar County

Foundation Inspection Castle Hills, TX.

A precision elevation survey reads what the Castle Hills clay has already done to your slab, and tells you, in writing, exactly how much movement is left in the ground.

Plenty of the original slabs in Castle Hills have already shifted, re-leveled, or been patched at least once over the decades. That long movement history is the whole reason a foundation inspection here can't be a quick walk-around, an inspector has to reconstruct what the soil did, line it up against what the structure is showing, and judge how much volume change is still waiting in the ground below.

GroundLock's inspection is a measured diagnostic, not a sales call. We map the entire slab footprint with a ZIPLEVEL® PRO-2030 altimeter to ±0.01 in. (1/64 in.), document the visible evidence inside and out, and hand you a written, engineer-backed report you keep, at no cost, with no obligation to do anything with it.

What the elevation survey actually captures

A real survey produces data, not opinions. On a Castle Hills slab we read these together rather than in isolation:

  • Contour of the whole slab, high and low points across the footprint, plotted as a topographic map so the deflection shape is visible, not guessed.
  • Center-lift versus edge-lift, whether the perimeter has dropped relative to the interior, or a corner is heaving from localized water. The same wall crack can come from either, and the pier layout is completely different.
  • Crack geometry and progression, diagonal stair-steps through brick mortar point to differential settlement; horizontal cracks near grade suggest lateral soil pressure; benign shrinkage hairlines get told apart from real separation.
  • Door and window behavior, a door that was planed once and is binding again signals movement that's still active, which changes the urgency and the pier-depth spec.
  • Site drainage and grade, we check for the standard 6 inches of fall over the first 10 feet; flat or reverse-sloped yards concentrate water at the perimeter beam.
  • Tree and irrigation proximity, live oaks and cedar elms with roots inside 10 to 15 feet of the beam can pull hundreds of gallons a day during drought, drying out one stretch of soil while the rest of the yard stays wet.

Why the Castle Hills clay keeps slabs moving

Much of Castle Hills sits on the high-plasticity clays common to the Blackland Prairie, where plasticity indices routinely land in the 40-to-60 range. Soil that plastic doesn't sit still, it swells when it takes on water and contracts hard when it dries, and the slab on top rides every cycle.

The active zone, the depth across which seasonal moisture actually drives volume change, commonly reaches 10 to 15 feet below grade here. Through a wet spring the clay heaves with pressure that can exceed the dead load of a single-story slab; in the summer drought it desiccates and pulls away from interior beams and the perimeter grade beam at the same time. A foundation almost never fails all at once, it accumulates differential movement over many of these wet-dry swings until a crack, a racked door frame, or a sloping floor finally gets your attention.

Because the drying is rarely even, a thirsty oak on one side, a downspout dumping on another, the movement tends to show up at a single corner rather than across the whole house. That's exactly the pattern the elevation map is built to expose.

How a GroundLock inspection runs

01

Walk and document

The inspector records the visible signs inside and out, cracks, sticking openings, separations at trim, prior repairs or pier ports, and notes the drainage and tree conditions around the slab.

02

Shoot the elevations

Using the ZIPLEVEL® PRO-2030, we measure the slab to ±0.01 in. (1/64 in.) at points across the footprint and build the contour map that shows where and how far it has moved.

03

Read the deflection shape

We interpret whether you're looking at center-lift, edge-lift, or a localized corner problem, since that determines whether a repair is even warranted and how piers would be laid out.

04

Hand over a written report

You get an engineer-backed assessment with the measurements, the diagnosis, and, if repair makes sense, a pier plan and a measured estimate, typically in the $4,500 to $14,000 range.

From measurement to a repair plan

When the survey and the visible findings support a repair, our written plan calls for galvanized steel piers driven hydraulically to refusal on load-bearing strata well below the active clay zone, often anywhere from 10 to 25-plus feet down, depending on how deep the soil stays restless. Pressed-concrete piers frequently stop short inside that same moving clay; steel that reaches competent bearing gives the slab a foundation the seasons can't reach.

Pier count and spacing come straight off the deflection map, not a standard grid. A slab that has already moved unevenly needs a layout that corrects its specific shape, which is why the measured survey has to come before any number does. Lasting results usually pair the lift with drainage correction, recommended only where it genuinely protects the foundation.

The stabilization carries a lifetime, transferable warranty that passes to the next owner, financing is available, and most homes stay occupied while the work is done. But none of that gets quoted until the data is in front of you.

Castle Hills foundation inspection questions

My slab was leveled years ago, is another inspection even worth it?
Often yes. Plenty of Castle Hills slabs were re-leveled or patched once already, and a survey tells you whether that earlier work actually arrested the movement or just masked it. Whether prior piers held is the starting point for any new plan.
How precise is the elevation survey, and what does it actually measure?
We map the whole slab to ±0.01 in. (1/64 in.) with a ZIPLEVEL® PRO-2030 altimeter. The result is a contour of high and low points that shows the deflection shape, center-lift versus edge- or corner-lift, which a visual walk-around can't tell you.
Only one corner of the house is cracking. Why just there?
That's the signature of localized drying, usually a tree pulling moisture or a drainage problem concentrating water on one side. The clay desiccates in that spot while the rest of the yard stays moist, and the slab settles unevenly there. The survey confirms it before anyone reaches for a pier.
How deep would the steel piers have to go under my home?
To refusal on stable, load-bearing strata, not a fixed depth. Around Castle Hills that's often 10 to 25-plus feet, because the active clay zone here commonly runs 10 to 15 feet down and the piers have to reach past it to competent bearing.
Does the inspection cost anything, and is there a catch?
It's genuinely free with no obligation. You get the measured elevation survey and a written, engineer-backed report to keep; hiring us is entirely your call. There's no high-pressure pitch and no charge whether you proceed or not.
How long does the survey take, and do I need to be home?
Most run about 45 to 90 minutes on site, depending on the size of the home and how much access there is around the slab. It helps to have someone there to point out the signs you've noticed and to walk through the report afterward.
Why does GroundLock specify steel piers instead of concrete ones?
The clay here is high-plasticity Blackland Prairie soil with an active zone reaching 10 to 15 feet. Galvanized steel piers drive through that moving layer to load-bearing strata below it; pressed-concrete piers often terminate inside the same expansive clay that caused the original movement.
If I repair the foundation, can it move again later?
The piered sections ride on steel beneath the active soil, so they shouldn't track the seasons again, that's what the lifetime transferable warranty covers. Areas that weren't piered can still move, which is why the report also flags drainage and grading.
Will a documented repair hurt my resale value?
Usually it helps. A repair with measured elevation data and a transferable lifetime warranty removes a buyer's biggest unknown. What scares buyers off is an unaddressed, disclosed foundation problem, not a fixed and warrantied one.
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A licensed inspector measures your slab elevation to ±0.01 in. (1/64 in.) and gives you a written, engineer-backed plan with zero pressure.