What's Under the Ground Matters More Than What's Above It
What's Under the Ground Matters More Than What's Above It
There's a moment in every ground-up construction project where the excitement of site selection, design, and permits gives way to the practical reality of what's actually underneath the parcel you just committed to. Most operators never think about this moment until it arrives. The ones who have been through it once rarely skip the preparation again.
A geotechnical investigation — a geotech report — is a subsurface soil study conducted by a licensed geotechnical engineer before construction begins. Soil borings are drilled at multiple locations across the site, samples are extracted and tested in a lab, and the engineer delivers a report that tells you what you're actually building on. The report covers several things that directly determine how your building gets constructed and what it costs.
Soil bearing capacity is the most fundamental. Every foundation system assumes the soil can support a certain load. If the native soil can't carry that load, the foundation design has to change — and foundation changes are expensive. Shallow spread footings are cheap and simple. Deep foundation systems involving piers or pilings driven to competent material are neither. The difference between the two isn't visible until you drill. Groundwater depth matters because high water tables affect excavation, waterproofing requirements, and certain foundation strategies. Expansive soils — clays that swell when wet and shrink when dry — cause foundation movement and require specific engineering treatment. Fill material from prior site uses reveals what was there before you arrived.
That last category is where the most serious surprises live.
A medical clinic operator purchased a site in a well-located suburban corridor. The parcel looked right: good visibility, adequate parking, favorable zoning, reasonable price. He engaged an architect, design development proceeded, and a geotech investigation was ordered as part of the construction document phase. The borings came back with soil contamination consistent with petroleum hydrocarbons. A Phase 1 Environmental Site Assessment traced the source: the site had been a gas station decades earlier, and an underground storage tank had leaked. The operator didn't know. The seller may not have known. The contamination was there regardless. Remediation ran over $300,000 and added months to the schedule before a single footing could be poured.
A veterinary clinic project encountered a different problem. The site was clean. No contamination, no prior industrial use. But soil bearing capacity tests revealed that the native soils couldn't support the building's load under a conventional spread footing design. A deep foundation system was required — concrete piers drilled to refusal on competent material. The design change added $120,000 to the foundation scope and pushed the schedule out by six weeks. The owner absorbed both hits because the alternative — a foundation system inadequate for the load — wasn't actually an alternative.
A daycare operator purchased a parcel adjacent to former light industrial property. Phase 1 was skipped because the parcel itself had no obvious prior industrial use. Excavation began and crews hit buried debris at four feet — concrete rubble, fill material, and what appeared to be remnants of prior on-site construction. Removing that material, verifying there was no contamination, and replacing it with engineered fill created cost and schedule impact that hadn't existed in the pro forma.
These are not freak occurrences. They are normal events on sites that weren't adequately investigated before commitment.
The professional standard — the one experienced developers follow without exception — is to order a Phase 1 Environmental Site Assessment and a geotechnical investigation before closing on land. A Phase 1 ESA is a records and reconnaissance review of the site's history: prior uses, regulatory records, aerial photograph review, and a site visit. It doesn't involve drilling or sampling, but it identifies recognized environmental conditions that warrant further investigation. If Phase 1 surfaces a concern, Phase 2 testing involves actual soil and groundwater sampling to quantify what's there. The geotech investigation happens in parallel or shortly after — borings, lab analysis, foundation recommendations.
These two reports together typically cost between $5,000 and $15,000 depending on site size, complexity, and number of borings required. That range covers the vast majority of commercial development parcels. The surprises these reports prevent can cost $100,000 to $500,000 or more — and unlike the reports, those costs aren't optional. If contamination exists, you remediate it or you don't build. If the soil can't support your foundation, you engineer a solution. The bills arrive either way. The only question is whether you knew before you closed or after.
The operator who orders these reports before signing a purchase and sale agreement has something valuable: optionality. If the Phase 1 surfaces a significant recognized environmental condition, they can renegotiate the purchase price, require the seller to remediate as a condition of closing, or walk away entirely. If the geotech reveals a deep foundation requirement, that cost gets factored into the deal before commitment. Once you've closed, that leverage is gone.
Skipping due diligence to save $10,000 on a $3 million project is a bet that almost never pays off and occasionally devastates a project entirely. The math is obvious once you've seen what happens when you skip it. The operators who have been through it once never skip it again.
Primus works on ground-up projects from site selection through occupancy. If you're evaluating land, we can help you think through what to investigate before you're committed. Visit primus-companies.com to start that conversation.
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Start a ConversationJason Drewelow
Principal, Primus Companies
Jason leads Primus Companies, a commercial construction company rooted in Cedar Rapids since 1973.
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