Raymond Well Drilling
1295 M-61, Gladwin, MI 48624
Phone: N/A
Typical Beaverton-area wells encounter a surficial sand, thick sequences of clay or clay with sand and gravel, and a water-bearing sand or sand/gravel aquifer at depth.
Showing contractors within 60 miles of Beaverton. 45 results found.
1295 M-61, Gladwin, MI 48624
Phone: N/A
4937 Jones Rd, Beaverton, MI 48612
Phone: +1 989-435-9924
3150 E Ashard Rd, Harrison, MI 48625
Phone: +1 989-329-3172
3052 Ireta St, Harrison, MI 48625
Phone: +1 989-539-3011
7855 Moores Junction Rd, Sterling, MI 48659
Phone: (989) 654-2157
2626 E Weidman Rd, Rosebush, MI 48878
Phone: (989) 433-5498
Quote Available
4215 E Long Lake Rd, Harrison, MI 48625
Phone: +1 989-539-2089
2694 S Wise Rd, Mt Pleasant, MI 48858
Phone: +1 989-779-0467
1617 W Battle Rd, Farwell, MI 48622
Phone: +1 989-588-9171
9854 E Broomfield Rd, Mt Pleasant, MI 48858
Phone: +1 989-772-7841
4066 E River Rd, Mt Pleasant, MI 48858
Phone: +1 989-773-9585
1565 Park Pl, Mt Pleasant, MI 48858
Phone: (989) 772-2765
Quote Available
5323 N Old State Ave, Harrison, MI 48625
Phone: +1 989-539-8505
Quote Available
1221 9 Mile Rd, Kawkawlin, MI 48631
Phone: +1 989-662-7811
1816 Short Dr, Prudenville, MI 48651
Phone: (989) 366-5401
976 W M55, West Branch, MI 48661
Phone: (989) 264-1074
247 a S, Roscommon Township, MI 48629
Phone: (989) 422-5588
10259 E Airport Rd, St Helen, MI 48656
Phone: +1 989-387-5812
9901 E Howard City, Vestaburg, MI 48891
Phone: (989) 268-5237
Quote Available
209 W Main St, Rose City, MI 48654
Phone: (989) 685-2162
Quote Available
A geological estimate for the Beaverton area.
Typical Well Depth
Static Water Level
Recommended Method
Across the Beaverton region, rotary drilling commonly reveals an upper sand or sandy loam (usually 3–25 ft thick), followed by a substantial clay to clay/gravel sequence (variously grey, brown, or with cobbles, typically 30–80+ ft thick). Below this, water-bearing sand or sand and gravel—sometimes with some gravel or cobble content—form the most productive aquifer. Some areas show interbedded thin sand or clay/gravel zones within the clay, and deeper wells may terminate in less common clay, gravel, or (rarely) limestone. The static water table is typically at 1–35 ft below grade, sometimes artesian/flowing. Modern residential wells targeting 5–15+ GPM commonly complete in the main sand or sand/gravel aquifer at 75–120 ft, with deeper completions up to ~150 ft for higher yielding wells.
Depth (Feet) | Formation Type | Description | Characteristics |
---|---|---|---|
0 – 5 ft | Sand | Brown to yellow surficial sand, sometimes with organic topsoil | Color: Brown/yellow Hardness: Loose |
5 – 25 ft | Sand or mixed sand/gravel | Sand, locally with some gravel or loam; variable minor silt | Color: Yellow to brown Hardness: Medium |
25 – 85 ft | Clay, clay/sand, or clay/gravel | Thick, massive gray or brown clay, sometimes interbedded with fine sand or gravel; rare cobbles; locally silty; locally divided into gray, brown, or red clay layers | Color: Gray/brown/red Hardness: Soft to stiff |
85 – 110 ft | Clay/sand mix or silty clay | Transition zone of clay/sand, silty/gravel with increasing sand content downward | Color: Gray/tan Hardness: Medium |
110 – 140 ft | Sand or sand & gravel (water bearing) | Main water-bearing aquifer; medium to coarse sand, may include gravel layers; high yielding and generally well-sorted | Color: Tan/yellow Hardness: Loose |
140 – 160 ft | Clay or sandy clay (deep) | Dense gray or brown clay, with occasional gravel or thin sand layers | Color: Gray/brown Hardness: Stiff |
160 – 170 ft | Gravel or sand | Thin gravel or coarse sand, sometimes present at base | Color: Brown/gray Hardness: Loose |
170 – 175 ft | Clay | Gray clay at terminal depth in deepest wells | Color: Gray Hardness: Stiff |