Lot Readiness
A cleared, graded, and compaction-tested lot so excavation starts without drainage or soil surprises.
What Goes Wrong
The failure modes below are not rare edge cases, they are the predictable result of skipping or compressing specific prep phases.
A lot graded without a planned drainage slope channels surface water directly toward the below-grade structure, causing ongoing infiltration after the foundation is poured.
Rough grading establishes a drainage slope away from the build area before any excavation begins, so water has a defined path off the site.
Dallas expansive clay shrinks and swells with moisture changes; compacting it without a prior assessment produces a building pad that shifts under load.
A clay soil assessment determines whether existing material can be compacted in place or must be amended before the building pad is formed.
Excavating without a Texas 811 locate request risks striking live gas, water, or electrical lines and halting the entire project mid-dig.
Utility location marking is completed immediately after clearing, satisfying the Texas 811 requirement before any excavation deeper than 16 inches.
Setting a building pad without checking seasonal high-water levels can place the foundation below the water table, causing settlement after concrete is poured.
Water table depth is evaluated during fine grading so the pad elevation is confirmed above seasonal high-water levels before foundation work begins.
Scope of Work
Each phase below removes a specific obstacle that would otherwise delay or compromise excavation.
Trees, stumps, roots, brush, and debris are removed so compacted soil layers stay stable and undisturbed during grading.
The lot surface is shaped to direct runoff away from the build area, preventing water from pooling near the future below-grade structure.
Clay content, soil stability, and water table depth are measured to determine compaction requirements before the building pad is formed.
Excavated material is redistributed on site where the grade allows, reducing the volume of fill dirt hauled in or spoil hauled away.
Fine grading brings the pad to the elevation and bearing capacity the foundation design requires, confirmed by compaction testing.
Texas 811 locate request filed before any excavation.
Erosion control on cut faces and exposed embankments.
Access track formed for equipment entry and exit.
Why Choose Us
Business-level assurance that the lot review, scoped handoff, and site-specific quote are handled in the right order.
Every enquiry receives a written site review covering slope, drainage, clay-soil movement, and permit scope before a builder sees it.
The site review specifically flags expansive clay conditions and water table depth, the two factors most likely to affect DFW excavation.
Permitting requirements are documented in the written review so the quote covers the actual regulated work, not a stripped-down version.
Enquiries move forward only after the site constraints are known, so the quote reflects the real lot conditions.
The written review consolidates lot slope, drainage, and soil findings into one document the builder uses to scope the work accurately.
The Process
01
Share the lot slope, drainage concerns, and any known soil or water table issues so the site review starts with the right information.
02
A written review covering slope, drainage, clay-soil movement, and permit scope is prepared before your enquiry reaches a builder.
03
The written findings are reviewed, and clearing, grading, compaction, and pad formation are quoted based on your actual lot conditions.
Pricing Estimates
| Job | Typical cost |
|---|---|
| Open-cut trenching | $15-$30 per linear ft |
| Excavation and soil handling | $10,000-$30,000 |
| Unlined excavation | $50,000-$120,000 |
| Off-site disposal and haul-off | $10,000-$80,000 |
Tell us the lot details and what matters most: storm protection, cooling, or privacy. The site constraints are reviewed and your enquiry goes out for a quote on the actual work.