
Well Drillers Near Oakley, Michigan
Oakley area wells predominantly penetrate alternating clay and sand (with some gravel) layers, transitioning to shale and sandstone at depth, with domestic wells most commonly 90-130 ft deep.
Showing contractors within 60 miles of Oakley. 115 results found.
- Typical depth
- 110 ft
- Water table
- 20 ft
- Contractors
- 115
115 Contractors


Griffin Well Drilling & Pump Repair

Bendall Well Drilling & Water Softening

Cesal Well Drilling LLC
Dean Birchmeier & Sons

Doody Well Drilling

Ed Birkmeier Well Drilling

Gil Sunde Well Drilling & Service

Hall Well Drilling
Herbs Well & Pump Services

J&M Well Drilling & Service, Inc.
R. Oberlitner Well Drilling & Repair

RainSoft Water Treatment of Northern Michigan

Scharnweber Well Drilling, Inc.

Taylor Well Drilling Inc

Vanover's Well Repair LLC

Adam's Well Drilling & Water Treatment
Well records near Oakley
Check depths and logs of existing wells in the area before you drill.
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Costs, permits, maintenance tips for private wells in Michigan.
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Not in Oakley? Search well drilling near me in the national directory, or find well repair near me and well pump service near me for work on an existing well.
View Local Geology Report
A geological estimate for the Oakley area.
- Typical Well Depth
- 110 ft
- Static Water Level
- 20 ft
- Recommended Method
- Rotary - Mud Circulation
Detailed Summary
The representative geological profile for the Oakley region consists of an upper sequence of interbedded clay and sand layers, occasionally with gravel. These unconsolidated deposits typically range to 90-100 ft below ground surface, followed by a bedrock transition featuring shale and thick sandstone, sometimes alternating with further shale. Typical residential wells targeting 5-15+ GPM generally terminate in the deeper sand/gravel layer above bedrock or are completed in shallow sandstone, commonly at 90-130 ft. High-capacity wells (for agriculture or municipal supply) are cased deeper, often into thicker sandstone up to 180 ft. Nearly all wells are constructed using rotary mud methods with PVC casing set through the unconsolidated deposits and grouted with bentonite slurry.
Expected Geological Layers
| Depth (Feet) | Formation Type | Description | Characteristics |
|---|---|---|---|
| 0 – 3 ft | Topsoil/Sand | Brown sand or topsoil, surface soils | Color: Brown Hardness: Soft |
| 3 – 25 ft | Clay | Dense brown/gray clay, sometimes sandy; predominant in upper profile | Color: Brown/Gray Hardness: Medium |
| 25 – 35 ft | Sand/Gravel | Clean medium sand or sand with some gravel, moderate to high permeability | Color: Gray/Light brown Hardness: Loose-Moderate |
| 35 – 60 ft | Clay | Thick clay, occasional sand lenses; acts as an aquitard | Color: Gray Hardness: Firm |
| 60 – 90 ft | Sand/Sand & Gravel | Major drinking water aquifer: medium/fine gray sand, with coarse gravel in places; main target for residential wells | Color: Gray Hardness: Medium |
| 90 – 100 ft | Clay | Dense gray clay, transition to bedrock | Color: Gray Hardness: Hard |
| 100 – 110 ft | Shale | Soft gray shale, often water bearing at top of bedrock | Color: Gray-green Hardness: Soft rock |
| 110 – 155 ft | Sandstone | Greenish, hard sandstone, reliable yield for deeper wells, good aquifer | Color: Green-gray Hardness: Hard |
| 155 – 182 ft | Shale and Sandstone | Alternating thin shale and thick sandstone layers, with water potential decreasing with depth | Color: Gray/Green Hardness: Variable |

