
Well Drillers Near Zeeland, Michigan
The typical geology for Zeeland and surrounding areas is a sequence of surficial sand or sand/gravel, followed by thick clay (often with stones or gravel), with deeper sequences commonly including additional sand, sand/gravel, and in many deeper wells, sandstone or gravelly/stony layers at depth.
Showing contractors within 60 miles of Zeeland. 86 results found.
- Typical depth
- 120 ft
- Water table
- 55 ft
- Contractors
- 86
86 Contractors


Dewind Water Well Service

Koops Well Drilling Inc.

WEST SHORE WELL

Hecksel Water Well Drilling
Jr Water Well Drilling

Kelley Dewatering and Construction Co

Mateco Drilling Co

Midwest Geothermal LLC
Plumb Drilling Co

Raymer Water Wells

Straight Line Directional Drilling and GeoThermal

Sytsma Well Drilling

Wahlfield Drilling Co

Well and Septic Guys
Well records near Zeeland
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 Zeeland area.
- Typical Well Depth
- 120 ft
- Static Water Level
- 55 ft
- Recommended Method
- Rotary - Mud Circulation
Detailed Summary
Based on synthesis of representative well logs in Zeeland and adjacent townships, the most common geological profile is: an initial sand or sand/gravel layer (often 9-20 ft thick), followed by a substantial clay layer (mostly 40-100+ ft, sometimes with interbedded stones or gravel), occasionally overlain by another sand or clay/gravel mix. At depths greater than 100-140 ft, more sand, sand/gravel, or sandstone commonly appear, sometimes in multiple lenticular layers. Mean static water levels range from 13 to 65 ft, with most productive residential wells set between 80 and 160 ft, drawing from thick sand, sand/gravel, or sandstone units. Typical high capacity wells are completed around 180-220 ft, with screens set in deep sand/gravel or sandstone.
Expected Geological Layers
| Depth (Feet) | Formation Type | Description | Characteristics |
|---|---|---|---|
| 0 – 15 ft | Sand to Sand/Gravel | Fine to coarse sand, may include some gravel. This surficial unit is widespread and often water bearing. | Color: Tan to brown Hardness: Unconsolidated |
| 15 – 90 ft | Clay (occasional stones/gravel) | Silty to clayey unit, sometimes interbedded with thin gravel or stony horizons, locally subdivided into red or brown/gray clay. | Color: Gray, brown, or red Hardness: Soft to stiff |
| 90 – 130 ft | Clay & Stones or Clay & Gravel | Gravelly or stony clay—transition interval that can include productive lenses or zones. | Color: Variegated Hardness: Stiff |
| 130 – 145 ft | Sand/Sand & Gravel | Another significant sand and/or gravel unit, commonly the main aquifer for high capacity wells. | Color: Brown, tan Hardness: Unconsolidated |
| 145 – 200 ft | Sandstone or Stones/Gravel | Deeper wells penetrate into consolidated sandstone (often labeled 'Marshall Ss'), or thick zones of stones and/or sandy gravel; this marks the deepest and most resilient water bearing zones. | Color: Reddish or gray Hardness: Consolidated to cemented |



