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Porter EngineeringLicensed Utah P.E. · Structural(801) 555-0142

Service · Foundations

Foundations and retaining walls, designed for Wasatch Front soils.

Cracks, settlement, bowing walls, new footings, and walls over 4 feet. We design for the soils we actually work in — expansive clay on the bench, granular fill in the valley.

Built for
  • · Homeowners with cracks or settlement
  • · GCs designing new walls or footings
  • · Realtors with a foundation question pre-close
  • · Owners building a hillside home
You walk away with
  • · A clear evaluation of what's actually wrong (or not)
  • · Stamped repair plans your contractor can build from
  • · Engineered retaining walls that meet code
  • · New footing and foundation design for additions, ADUs, and shops

Foundations and retaining walls are where the engineering rubber meets the soil. Get them right and the house above them ages gracefully. Get them wrong and the homeowner spends decades chasing cracks. Most of the foundation work we see in Davis and Weber counties falls into a few specific buckets, and the right answer depends a lot on which one you're in.

Wasatch Front soils, in plain English

Soils across the Wasatch Front fall into a few rough categories that matter for foundation design:

  • Bench expansive clay. Up against the foothills from Bountiful to North Ogden, you'll find clay-heavy soils that swell when they get wet and shrink when they dry. These are the soils that give Utah its reputation for stair-step basement wall cracks and seasonal door-sticking. Foundation design has to account for the expansion pressure.
  • Lake Bonneville sediment. Most of the Davis and Weber valley sits on old lake-bottom sediment — generally well-behaved silts and sands, but with pockets of soft material and occasional shallow groundwater. Bearing capacities are usually fine but layer variability matters.
  • Hooper / West Point alluvial. Out on the west side of Davis County, the soils are a mix of alluvial deposits with localized soft pockets. Most homes do fine on conventional spread footings, but the soft pockets are real and a soils report is wise on bigger jobs.
  • Uphill granular fill. A lot of the newer subdivisions in Syracuse, Layton, and Kaysville sit on cut-and- fill lots where the building pad is engineered fill. These are usually well-controlled, but the design has to know it's on fill, not native soil.

The most common foundation jobs we take

Foundation evaluations

A homeowner sees a crack and panics. We come out, look at it, and tell them straight what we're looking at. Most of the time it's nothing — the cracks are old, stable, and cosmetic. When it's not nothing, we document it carefully and design a fix that's appropriate to the actual problem, not the worst-case sales pitch a foundation repair company quoted them. We charge a flat fee for the visit, write a short report, and you decide what to do next.

Repair plans

When a foundation actually needs work, we design the repair. That might be helical piers, push piers, wall anchors, carbon fiber straps, underpinning, or drainage and grading improvements. We pick the right tool for the actual problem. The deliverable is a stamped plan and specification your contractor can build to, which both protects you and makes the scope crystal clear so you can compare bids honestly.

New foundation design

For additions, ADUs, garages, shops, and small commercial buildings, we design the footing, stem wall, and anchor system from scratch. We work to your local frost depth, snow load, and seismic site class.

Retaining wall design

The most common retaining wall job in northern Utah is a hillside lot in Kaysville, Bountiful, or Eden where the homeowner needs a wall higher than 4 feet, or a wall with a driveway above it. Anything in those categories needs engineering. We design cantilever walls, gravity walls, segmental retaining walls, and (when it makes sense) mechanically stabilized earth walls. The deliverable includes wall reinforcement, footing dimensions, drainage, and the connection details your contractor needs.

Bowing basement walls

Older basements (1960s–1980s) on the Wasatch bench sometimes develop horizontal cracking and inward bowing as expansive clay pushes against them through years of moisture cycling. We evaluate severity, design the right repair (carbon fiber, steel I-beam bracing, or full reconstruction depending on deflection), and write the plan.

The 4-foot rule, explained

The most-asked question we get on retaining walls: "Do I need an engineer?" The shorthand answer is the 4-foot rule — if the wall is over 4 feet tall, measured from the bottom of the footing to the top of the wall, almost every Utah jurisdiction requires engineered plans. But there are catches:

  • Surcharge changes the rules. A 3-foot wall retaining a driveway above it needs an engineer. A 3-foot wall holding a sloped lawn might not.
  • Tiered walls usually need an engineer. Two 3-foot walls stacked aren't actually two 3-foot walls — the lower wall sees the surcharge from the upper, and the engineering has to reflect that.
  • Some cities are stricter. A few Davis County jurisdictions require engineering down to 3 feet. Always worth a call to your building department.

For the deeper dive, see our blog post — The 4-Foot Rule: When Your Retaining Wall Needs an Engineer in Utah.

How a foundation project usually starts

Send us photos of what you're seeing or building, your address, and a sentence or two about the situation. We come back the same day with a fee, a timeline, and an honest read on whether you need a site visit, a repair plan, or just a phone call to be reassured. We don't drum up work that isn't there.

FAQ

Frequently asked

When does a retaining wall need an engineer in Utah?

Most northern Utah jurisdictions follow the rule that any retaining wall over 4 feet (measured from the bottom of the footing to the top of the wall) needs engineered plans. So do walls of any height that retain a surcharge — meaning there's a driveway, structure, or sloping ground above the wall pushing on it. Tiered walls also usually require engineering even if each individual tier is under 4 feet, because the lower wall sees the surcharge from the upper.

I have cracks in my foundation. Is it serious?

Sometimes, often not. Vertical hairline cracks are usually minor — they're shrinkage from the original pour. Horizontal cracks across a basement wall, or stair-step cracks, or anything wider than a credit card, are worth a closer look. Soils on the Wasatch bench are expansive and seasonal moisture moves them, so cracking is common. We can do a visit and tell you straight what we're looking at.

What's the difference between helical piers and push piers?

Push piers are driven into the soil hydraulically using the weight of the house as resistance. They work well in many cases. Helical piers screw into the soil and don't depend on the structure for installation force, which makes them better for lighter structures, deck and porch supports, and situations where you need to install before the house can take the reaction load. Both have a place in Utah soils. We'll recommend the right one for your specific job.

Can you design a new foundation for an addition or detached garage?

Yes — that's a routine job for us. We design the footing, stem wall, anchor bolts, and any frost protection needed. For an addition, we evaluate whether the new and existing foundations need to be tied together (sometimes yes, sometimes no — it depends on the structural connection above).

Section Next step

Have a project? Let's talk through it.

Send a few sentences about what you're building and we'll come back with a fee, scope, and timeline — usually the same day.

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Same-day quote, most projects