David Pruden Pump & Well Services
Jackson, MI49203
Typical Jackson County residential wells are drilled to 100-135 feet and pass through sequences of sand/gravel, clay, and bedrock (sandstone, occasionally limestone or shale). Most residential wells target the water-bearing sandstone/basement rock between 60 and 145 feet. Typical static water levels range from 12 to 50 feet below grade.
Showing contractors within 60 miles of Jackson. 63 results found.







A geological estimate for the Jackson area.
Typical Well Depth
Static Water Level
Recommended Method
A representative Jackson County geologic section begins with variable surface coarse gravel and sand (0–20 ft), progressing through additional sand and/or sand with gravel layers (to ~80 ft), and locally with lenses of gray clay or silt (rarely >15 ft thick). Most wells penetrate into a soft to hard sandstone unit beginning between 40 and 80 ft, commonly extending to total depths of 95–150 ft. Lithologic units below the primary sand/gravel aquifer may include gray shale or limestone, with water typically produced from the sandstone/bedrock zone. Most residential wells are completed at 100–135 ft with yields of 10–15+ GPM. High-capacity wells may extend deeper into bedrock. The dominant drilling method is rotary (mud circulation) with PVC casing grouted with bentonite (usually to casing depth, ~90–115 ft).
| Depth (Feet) | Formation Type | Description | Characteristics |
|---|---|---|---|
| 0 – 20 ft | Gravel (coarse), locally with sand | Surface deposits of coarse gravel, sometimes mixed with sand. High permeability. | Color: Brown/tan Hardness: Loose |
| 20 – 40 ft | Sand, some with gravel | Clean to silty/brown sand, occasional fine to medium gravel. Transition into water-bearing layers. | Color: Brown/gray Hardness: Loose-medium |
| 40 – 80 ft | Sand & Gravel (water-bearing) | Medium to coarse sand and gravel; main unconsolidated aquifer in some locations. | Color: Brown/gray Hardness: Medium |
| 80 – 95 ft | Clay or gray silt (local, not always present) | Gray clay or silt, localized lenses between sand/gravel and bedrock. Not continuous throughout county. | Color: Gray Hardness: Soft |
| 80 – 145 ft | Sandstone (water-bearing, soft to hard) | Main regional bedrock aquifer. Soft brown to hard gray sandstone; may be interbedded with thin shale or limestone. Yields 10–40 GPM. | Color: Brown, gray Hardness: Medium to hard |
| 110 – 145 ft | Shale or Limestone (occasional, below sandstone) | Gray shale or limestone bedrock, below/underlying main sandstone aquifer. Not always encountered; indicates bottom of common drilled section. | Color: Gray/tan Hardness: Hard |