Well Drillers Near Coloma, Michigan
Typical Coloma area well geology: alternating sand/clay with significant sand/gravel aquifers below ~80-120 ft, static water level ~30-80 ft, most residential wells 110-140 ft deep.
Showing contractors within 60 miles of Coloma. 68 results found.
- Typical depth
- 130 ft
- Water table
- 50 ft
- Contractors
- 68
68 Contractors
Mike's Well Drilling
Richcreek Water Pump Sales

Dohm Well Drilling

Earl Sanders & Son Well Drilling Inc

Foune Well Drilling Inc

J.E. Marks Well Drilling LLC

James Lewis Mosier Well Drilling

Martin J. Mosier Water Well Services

McCarty Well Drilling ,Inc.
Yordy & Sons

A+ Well Service
All J's Water Well Service

Bohs Well Drilling Inc

C & B Pump Services & Well Drill

Clearwater Well & Pump
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View Local Geology Report
A geological estimate for the Coloma area.
- Typical Well Depth
- 130 ft
- Static Water Level
- 50 ft
- Recommended Method
- Rotary - Mud Circulation
Detailed Summary
The most representative geology beneath Coloma consists of an upper sand or sand & gravel layer (often with fine sand), followed by thick clay and/or clay with silt, transitioning into successively alternating layers of sand (fine to medium, occasionally coarse) and clay. Below roughly 80-120 ft, a thick, transmissive sand and/or sand & gravel unit is common, providing the main aquifer tapped for residential and high-capacity wells. Typical static water levels occur between 30-85 ft below grade, with residential well completions most frequently between 110-140 ft, and high capacity (public supply) wells extending as deep as 180-195 ft. Outlier or single-well inclusions (such as very thin or anomalously thick layers) are omitted in this generalized model.
Expected Geological Layers
| Depth (Feet) | Formation Type | Description | Characteristics |
|---|---|---|---|
| 0 – 8 ft | Sand (fine to medium), locally with gravel | Topsoil and unconsolidated fine to medium sand, occasional gravel | Color: Brown/Light Brown Hardness: Unconsolidated |
| 8 – 40 ft | Clay (with variable silt and sand) | Mostly brown to gray clay, some silt and minor sand lenses | Color: Brown to Gray Hardness: Soft to Firm |
| 40 – 50 ft | Sand & Silt or Gravel | Sand & silt or isolated sand/gravel stringers, variable occurrence | Color: Brown to Gray Hardness: Unconsolidated |
| 50 – 90 ft | Clay (some with silt/sand interbeds) | Thick clay (gray or brown), with possible thin moist sand/clay stringers | Color: Brown to Gray Hardness: Firm to Hard |
| 90 – 115 ft | Sand & Gravel, Sand (medium-fine) | Thick sand and/or sand & gravel, primary aquifer unit, water bearing | Color: Brown/Gray/Tan Hardness: Unconsolidated |
| 115 – 145 ft | Clay (locally silty or sandy, some hard clay) | Another thick clay interval, potential for hard or moist character | Color: Gray/Dark Gray Hardness: Firm to Hard |
| 145 – 175 ft | Sand (medium to coarse), locally with silt or clay | Lower sand and/or sand with silt or clay, marks base of typical water supply formation in deeper wells | Color: Brown/Gray Hardness: Unconsolidated |
| 175 – 195 ft | Sand & Clay (coarse/fine alternations) | Alternating coarse sand with clay, basal interval seen in deeper high-capacity wells; merge with above for typical residential wells | Color: Gray/Brown Hardness: Unconsolidated |