PIERCE
LAND
CLEARING
Pads, ranch roads, cut and fill and pond work across Hamilton County. Working ranch ground where the layers of clay and limestone are not consistent across a property.
Hamilton County is working ranch country and the ground comes in layers, limestone and clay stacked and cut through by the Leon and its tributaries. What makes it interesting to work is that the layers are not consistent. Two spots four hundred yards apart on the same property can behave completely differently, and the only honest way to find out is to open the ground before quoting rather than after.
Clay over rock, rock over clay, and the depth changing across a pasture. That is good news when the clay is where you need it for a dam core or a pad, and a slower day when the rock turns up early. Test pits settle it in an hour.
When the clay is there this county holds water well, and we have built ponds here. When it is not, a tank needs a core built or a basin sealed. Picking the right spot on a property is worth more than any efficiency on the machine.
The full menu from our excavation and dirt work page, priced and planned for Hamilton ground.
Cut and fill is the whole job on most sites around Hamilton. Material comes off the high side, goes onto the low side, and gets compacted as it goes rather than pushed into place and hoped over. Balancing a site so nothing has to be hauled in or out is the cheapest version of this work, and where the ground allows it we will tell you.
Grading is what separates a site that drains from one that ponds. We shape positive fall away from every structure, tie it into somewhere the water can actually go, and finish to a surface that reads as landform rather than machine tracks. On hamilton county getting this wrong shows up the first wet season.
A pad is only as good as what is under it. Subgrade gets prepared, fill goes in compacted lifts to a spec, and the finished elevation is set against the drainage plan rather than the existing dirt. Barn pads, shop pads and house pads around Hamilton all get built the same way because the failure mode is the same.
Site prep is where our clearing side and our dirt side meet. Trees down, stumps and root balls out of the building footprint, ground cut to rough grade and handed to a builder ready for survey and permit. Doing both halves with one crew is faster and there is nobody to blame in the middle.
Ranch roads and driveways get built to survive rain, not just to look right on the day. Crown for shedding water, base rock spread and compacted to a real depth, and crossings where the water already wants to run. A road built without those three costs more in the second year than it saved in the first.
Ponds and stock tanks are dirt work with a water problem attached. The dam gets keyed into undisturbed ground and built in compacted lifts, the basin gets cut to depth, and the spillway goes in at the right elevation. Around Hamilton we will tell you honestly whether your ground will hold water before you commit.
The iron, the days, and the transport set the base. From there the site speaks: how much cut and fill, what compaction spec, what finish. Our day rates follow the same published logic as our clearing and pond work, so the quote can be sanity-checked against our own website. Photos to 512-400-2693 start the clock on a same-day ballpark.
Around Hamilton the number depends on what the test pits show and how far inside the property the work sits. Usable clay on site keeps a pond or a pad cheap. Rock early makes it slower. Ranch access is the third factor.
Pictures, a rough scope, and where the property sits. The ballpark comes back the same day, in machine days, off the same published logic as the rest of our site.
We probe, read the soil, check the access, and settle where the dirt should go while standing on it. No plan gets drawn from a satellite photo.
Machines, days, transport, and any rock or haul contingency, all in writing. The number you sign is the number you pay.
The lowboy delivers within a few weeks of a signed quote and the machines stay until the dirt is finished. No vanishing to other jobs mid-build.
Clearing first if the ground needs it, then cuts, compacted fills, and grade, in the order the finished site requires.
The last step is a lap around the work, checked against the quote. Anything short gets fixed before the machines load.
A pond is a dirt job with a water problem attached, and it is the same crew, the same machines and the same compaction standard as a building pad. The difference is that a pad fails slowly and a dam fails all at once.
Everything that matters happens in the dam. It gets keyed in so water cannot slide underneath it, built in compacted lifts rather than pushed up in one pass, and given a bank shallow enough to mow. Ponds almost never fail in the middle. They fail at the dam.
The spillway is the other half. Somewhere for overflow to go that is not across the dam, cut into undisturbed ground at the right elevation.
Around Hamilton that question gets answered with test pits, not optimism. If the ground will not hold water on its own we will say so and price the fix, whether that is a clay core, imported select fill or a sealed basin.
Depth beats width every time. Six feet at center is the baseline we build to, and it is why our pond pricing is quoted that way.
Real projects with full write-ups and photos. Every card opens the project page.
Every number on a dirt job comes back to what is under the surface, and the only honest way to know is to open the ground. We dig test holes on the site walk. It costs an hour and it is the difference between a quote you can rely on and a change order later.
Fill placed in one lift and tracked over looks identical to fill placed in compacted lifts, right up until something is built on it. We build to a spec and we are happy to have it tested. The pads that fail in Texas nearly all failed at this step.
Most dirt work that goes wrong went wrong because of water, not dirt. Where it comes from, where it sits and where it leaves are questions we answer before the first cut around Hamilton, because retrofitting drainage after concrete is the expensive way to learn it.
We clear the trees and we move the dirt, which means the stumps come out of the pad footprint properly instead of being someone else problem. On a site that needs both, that is usually days off the schedule and one less contractor to coordinate.
I truly appreciate the integrity of this company and very competitive pricing. Very timely, and communication and payment options were great! I highly recommend this company and we will use them again.
David Scoggins, Google review
One word: FANTASTIC!! Thank you Pierce Land Clearing and special thanks to Dustin. We are so pleased!!
Dawn Buscho, Google review
I highly recommend Pierce Land Clearing. They have the right equipment and professionals with skills required to make your property look wonderful.
Reggie, Google review
Priced by the machine day rather than by guesswork. Dozer and excavator work is $3,000 per day plus transport, with a one day minimum on every machine. What sets your number is how much material moves, whether fill has to be imported, and what the test pits show, because the layers change across a property. Send photos and we will give you a real figure.
Yes, and it is usually cheaper to have one outfit do both. Trees down, stumps and root balls out of the building footprint, then straight into cut and fill with the same crew. On a site that needs clearing and dirt work, splitting it across two contractors adds days and a blame line in the middle.
Yes. Bring the plan set and we build to it, including compaction spec and finished elevations. If the plan and the ground disagree, which happens in Hamilton County more than people expect, we will flag it before we start rather than build something that has to be redone.
Scope priced, in machine days: the iron, the days, transport, and any flagged contingency. Send photos to 512-400-2693 for a same-day ballpark, then a site walk turns it into a written number that does not move after signing.
It gets planned for, not discovered. The site walk includes probing, and the quote carries a written contingency for ripping or hammering, billed by the day. The difference between outfits shows up at the first hard bucket, and ours is in writing.
We build pads in moisture-conditioned compacted lifts to plan elevations. If your engineer requires density testing we build to the spec and support the schedule, and if there is no engineer we build like there was one.
Photos and a rough scope get a same-day ballpark. A site walk gets a written number in machine days that does not move after you sign.
