Raymond Well Drilling
Gladwin, MI48624
Typical Gladwin-area residential wells encounter a sequence of clay and sand layers (with some gravel), overlying deeper consolidated rocks (shale, sandstone) in deeper wells. Usable residential aquifers are generally found in sand or sand/gravel units above 150 ft.
Showing contractors within 60 miles of Gladwin. 44 results found.
A geological estimate for the Gladwin area.
Typical Well Depth
Static Water Level
Recommended Method
Based on a representative sample of Gladwin County well logs, a typical geological cross-section begins at the surface with a thin sand, topsoil, or sand/clay/gravel mix, immediately underlain by several thick clay units occasionally interbedded with sand or sand/gravel. Coarse sand, sand & gravel, or sandy clay units commonly provide water-bearing aquifers, typically between 60–150 ft, used for residential supply. In deeper wells (>150–200 ft), thick clay, shale, and sandstone formations are observed, forming the base of the glacial drift and defining deeper aquifer zones. Static water levels typically range between 10–26 ft below grade for most residential wells. The rotary drilling method with PVC casing and bentonite slurry grout is standard. The most probable yield-producing aquifers for residential supply are the coarse sand or sand/gravel units (generally 70–150 ft deep). High-capacity or bedrock wells may target sandstone or sand/gravel zones at greater depths (down to 280–400 ft).
Depth (Feet) | Formation Type | Description | Characteristics |
---|---|---|---|
0 – 5 ft | Topsoil or Sand/Gravel | Topsoil, sand, or sandy gravel mixed, sometimes with stones | Color: brown/yellow Hardness: soft |
5 – 30 ft | Clay (occasionally sandy or with gravel) | Firm clay, sometimes brown, gray, or with gravel/sand admixture | Color: brown, gray, yellow Hardness: firm to stiff |
30 – 70 ft | Sand (fine/medium; with or without silt/clay lenses) | Fine to medium sand, may be interbedded with thin clay or silt, sometimes coarse, often water-bearing | Color: yellow, tan Hardness: loose to medium |
70 – 120 ft | Clay/Clay & Sand (glacial) | Predominantly gray or blue clay, with interbeds or lenses of sand or sandy clay; low permeability | Color: gray, blue Hardness: stiff |
120 – 150 ft | Sand/Sand & Gravel (coarse) | Coarse sand and/or sand with gravel, major aquifer zone for residential wells, saturated | Color: tan, brown Hardness: loose |
150 – 200 ft | Clay (with sandy intervals) | Dense clay, can be hard/gray/blue, sometimes mixed with sand/gravel; acts as an aquitard above deeper bedrock units | Color: gray, blue Hardness: very stiff |
200 – 250 ft | Shale/Clay & Shale/Sandstone (Bedrock sequence begins) | Interbedded gray/black shale and some sandstone, marking transition into bedrock - only relevant for deeper, high-capacity or municipal wells | Color: gray, black Hardness: hard |
250 – 400 ft | Sandstone (with shale) | White or red sandstone, sometimes with intervening gray shale, consolidated rock, deep confined aquifer potential | Color: white, red, gray Hardness: hard |