Kleinschmidt Well Drilling
Fowlerville, MI48836
Typical Fowlerville wells encounter thick surficial clay, underlain by interbedded sand/gravel layers, then consolidated shale or sandstone at depth.
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A geological estimate for the Fowlerville area.
Typical Well Depth
Static Water Level
Recommended Method
In Fowlerville and surrounding areas, well logs consistently reveal a surficial clay (often silty or sandy) layer from ground surface to about 35-55 ft. Below this is typically a saturated interval of sand, sand/gravel, or gravel (sometimes multiple thin beds), ranging between 8 and 30 ft thick. Beneath these unconsolidated aquifers, more clay is often present before transitioning to bedrock—commonly shale or sandstone—found between 80 and 130 ft. The most productive water-bearing zones are often the sand/gravel beds above the shale or sandstone, where screens are regularly set. Typical static water levels are 15-30 ft below grade. Standard wells serving homes (5-15+ GPM) are usually completed between 65-120 ft.
| Depth (Feet) | Formation Type | Description | Characteristics |
|---|---|---|---|
| 0 – 40 ft | Clay (silty/sandy) | Light to medium tan or brown, compact to soft, may include minor sand or silt lenses. | Color: Tan/Brown/Gray Hardness: Soft to medium |
| 40 – 60 ft | Sand and/or Gravel (Aquifer) | Coarse to fine sand with variable gravel content, commonly water-bearing, main aquifer. | Color: Brown/Tan/Gray Hardness: Medium |
| 60 – 88 ft | Clay or Clay with Gravel | Dense gray or brown clay, may include gravelly or silty intervals. | Color: Gray/Brown Hardness: Medium |
| 88 – 120 ft | Consolidated—Shale/Sandstone | Typically gray to dark gray shale and/or white or brown sandstone, bedrock frequently penetrated for high-capacity supply. | Color: Gray/White Hardness: Hard |