Well Drillers Near Free Soil, Michigan
The representative geological profile for the Free Soil, MI region typically consists of an upper clay or clayey sand unit transitioning to thick sequences of sand, interbedded occasionally with gravel or thin lenses of clay. Most residential wells are completed within coarse to medium sand units at depths of 60-100 ft.
Showing contractors within 60 miles of Free Soil. 24 results found.
- Typical depth
- 90 ft
- Water table
- 22 ft
- Contractors
- 24
24 Contractors

Artesian Well

Cole Bros. Well Drilling
Ed Benson Well Drilling & Rpr
Gustafson & Son Well Drilling, Inc
Kluesner Well Drilling

Lamms Well Service
Peterson's Well Drilling Co
Shoreline Well Drilling LLC

West Michigan Well Drilling

Al's Pump Service

Binz Bros Well Drilling
Bob's Well Drilling
D O Well Drilling

Denstedt Well Drilling Co
Well records near Free Soil
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Costs, permits, maintenance tips for private wells in Michigan.
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A geological estimate for the Free Soil area.
- Typical Well Depth
- 90 ft
- Static Water Level
- 22 ft
- Recommended Method
- Rotary - Mud Circulation
Detailed Summary
Well logs across the Free Soil area consistently reveal surficial deposits of clay, red clay, or clayey hardpan, usually 10-52 ft thick. Beneath the clay, the predominant sequence is coarse or medium sand—often in multiple horizons—sometimes interbedded with gravel, gray clay, or sandy/gravelly mixtures. Water-bearing sand zones are well-developed and generally begin below 40-60 ft, continuing to terminal depths of 75–110 ft. Static water levels tend to be shallow (10-35 ft) with residential wells producing 5–22+ GPM at completion depths of 60–100 ft. Typical well completions include PVC or steel casing to 50–90 ft, screens set in the basal sand units, and bentonite slurry grout.
Expected Geological Layers
| Depth (Feet) | Formation Type | Description | Characteristics |
|---|---|---|---|
| 0 – 20 ft | Clay (occasional clayey sand or hardpan in places) | Red to gray clay, sometimes with minor sand; locally includes hardpan or minor gravel. | Color: Red/Gray Hardness: Firm-Plastic |
| 20 – 60 ft | Sand (Coarse/Medium, sometimes with minor gravel or clay intermixed) | Predominantly medium to coarse sand with occasional gravel or thin clay layers; zones are generally water bearing. | Color: Tan/Gray Hardness: Loose-Friable |
| 60 – 100 ft | Sand & Gravel (variable, main aquifer zone) | Coarse sand with gravel layers; main water-bearing formation; some interbeds of silty or clayey sand possible. | Color: Tan/Gray Hardness: Loose |
| 100 – 110 ft | Clay/Clay with Sand/Gravel (local basal confining unit) | Gray clay, clay & sand, or clay & gravel acting as low permeability boundary in some logs. | Color: Gray Hardness: Stiff |


