Well Drillers Near Hartford, Michigan
Typical Hartford-area wells penetrate a thick upper clay layer followed by mixed sands, gravels, and occasional clay seams, with water most consistently found in deeper sand and/or sand-gravel units below 50–80 ft.
Showing contractors within 60 miles of Hartford. 24 results found.
- Typical depth
- 85 ft
- Water table
- 15 ft
- Contractors
- 24
24 Contractors
Richcreek Water Pump Sales
Brinks Brothers & Son
Collins Well Drilling
Duke's Wells Service

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

Mosier Water Well

Thomas J. Mosier Water Well Drilling
Yordy & Sons
All J's Water Well Service

Bohs Well Drilling Inc

Broekhuis Bros Well Drilling Inc

C & B Pump Services & Well Drill
Well records near Hartford
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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A geological estimate for the Hartford area.
- Typical Well Depth
- 85 ft
- Static Water Level
- 15 ft
- Recommended Method
- Rotary - Mud Circulation
Detailed Summary
The representative geological profile in the Hartford region begins with a layer of clay (brown or gray) ranging from roughly 12 to 30 feet thick, sometimes interrupted by local sand or gravel seams. This is underlain by a mixed sequence of sands with varying content of clay and gravel, often extending from about 30 ft to 90–100 ft below ground surface, with the water-bearing zone typically being medium to coarse sand and/or sand and gravel at the base. Most residential wells are completed between 65 and 100 feet, screened in the lower sand/gravel interval, ensuring yields in the 10–15+ GPM range. Static water levels are generally between 7 and 21 feet below grade. Irrigation wells may be similar in geology but are often finished with larger casing and sometimes at shallower depths if high-yield sand is encountered. Rotary mud circulation is the predominant drilling method, with PVC casing grouted with bentonite slurry to below the clay and into the upper sand interval.
Expected Geological Layers
| Depth (Feet) | Formation Type | Description | Characteristics |
|---|---|---|---|
| 0 – 25 ft | Clay (brown or gray) | Predominantly dense to soft brown or gray clay, sometimes minor silt or gravel toward base. | Color: Brown to gray Hardness: Moderate |
| 25 – 40 ft | Mixed sand, gravel, or sand with clay | Fine to medium sand, with local gravel and/or clay seams; variable sorting and water-bearing potential. | Color: Gray, yellow/brown Hardness: Loose to moderate |
| 40 – 85 ft | Sand, sand & gravel (main aquifer zone) | Medium to coarse sand with intervals of gravel; generally well-sorted, clean, and water-bearing (main production zone). | Color: Gray, tan, or mixed Hardness: Loose |
| 85 – 100 ft | Sand & gravel or well-graded sand (deepest aquifer) | Coarse sand and gravel; typically the deepest continuous water-bearing layer encountered in most wells, high-yielding. | Color: Gray to brown Hardness: Loose |

