Well Drillers Near South Boardman, Michigan
A typical South Boardman area well profile consists of surficial sand/sand & gravel, underlain by sandy clay or clay with gravel, grading again to sand or sand & gravel with water-bearing potential below about 40–60 ft. Most residential wells are completed between 50–100 ft, yielding 10–15 GPM.
Showing contractors within 60 miles of South Boardman. 284 results found.
- Typical depth
- 65 ft
- Water table
- 36 ft
- Contractors
- 284
284 Contractors

Living Water Well Drilling

Berg Well Drilling

Cluff Well Drilling

J&B Water Well Drilling, LLC

McCardel Culligan of Traverse City
Norman's Well Drilling, Inc
Scott's Well Service

Shepler Well Drilling Inc
Sweetwater Well & Pump Inc
Veltman Well Drilling & Repair LLC

A & B Well Drilling
A S Rivard and Son Well Drilling

Al's Pump Service

Atens Well Drilling
Well records near South Boardman
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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View Local Geology Report
A geological estimate for the South Boardman area.
- Typical Well Depth
- 65 ft
- Static Water Level
- 36 ft
- Recommended Method
- Rotary - Mud Circulation
Detailed Summary
Based on cross-well averaging of South Boardman region samples, the most common stratigraphic sequence starts with a surficial sand or sand & gravel layer, generally 10–20 ft thick, followed by a mixed or clayey interval, sometimes with gravel, 10–40 ft thick. This transitions to a coarse sand/gravel aquifer, often the primary water-bearing interval, commonly found between 40 and 110 ft. Color is generally described as brown or gray. Hardness is often unreported, but coarse sand and gravel intervals are moderately hard, while clays are soft to medium. Water is typically first encountered above 50 ft; most high-yield intervals occur near or beneath the coarse sand/gravel close to 50–100 ft. The most common drilling method is rotary with mud circulation. Casing is typically PVC, 5 in. diameter, set to bedrock or past the main clay lies. Grout is usually bentonite slurry to at least 50–90 ft. Typical static water levels are between 30 and 48 ft. Estimated residential well completion is 65 ft; higher capacity wells may go to 100–110 ft.
Expected Geological Layers
| Depth (Feet) | Formation Type | Description | Characteristics |
|---|---|---|---|
| 0 – 15 ft | Sand/Sand & Gravel | Well-sorted, fine to medium sand or sand with some gravel; unconsolidated | Color: Brown Hardness: Soft |
| 15 – 38 ft | Clay (Sandy/Gravelly) or Clay & Gravel Mix | Brown or gray, may include scattered gravel or sand lenses, variable plasticity | Color: Brown/Gray Hardness: Soft to Medium |
| 38 – 65 ft | Sand & Gravel | Coarse, water-bearing, abundant gravel, moderate to high permeability | Color: Brown/Gray Hardness: Medium |
| 65 – 100 ft | Sand, Coarse/Fine Interbeds with Some Clay | Alternating layers of sand (medium to coarse, water-bearing), occasional thin clay or gravel beds | Color: Brown/Gray Hardness: Medium |



