
Richman Well Drilling
Holly, MI48442
Typical Holly-area well profile: surficial sand, multi-layered clays, thick basal sand/gravel aquifer. Most residential wells terminate in the sand/gravel aquifer at 65–90 ft depth. Static levels 20–50 ft below grade. Rotary mud drilling and PVC casing common.
Showing contractors within 60 miles of Holly. 74 results found.
A geological estimate for the Holly area.
Typical Well Depth
Static Water Level
Recommended Method
Regional subsurface geology in Holly, MI is dominated by a sequence of surface sand (with or without some silt), underlain by alternating brown/gray clays and occasional thin sand layers. The most prominent aquifer is a medium-to-coarse sand and gravel unit (34–35 ft thick), typically encountered from 53 ft to 87–90 ft. Above this aquifer, the clay/silt layers have cumulative thicknesses of 40–50 ft, often split into brown (nearer surface) and gray subunits. Shallower sand layers (e.g., at 7–8 ft) are thin and generally unsaturated. Deeper consolidated formations (e.g., shale, sandstone) reported in some regional logs are not present within the common drilling depth in Holly. The typical residential well for 10–20+ GPM production is set in the basal sand/gravel; static water levels average 30–50 ft. Modern wells use rotary mud drilling, PVC casing 5" to 77 ft, and bentonite grout from grade to casing base.
Depth (Feet) | Formation Type | Description | Characteristics |
---|---|---|---|
0 – 7 ft | Sand | Brown surficial sand, loose, some silt possible | Color: Brown Hardness: Loose |
7 – 20 ft | Clay | Brown clay, plastic, acts as confining unit | Color: Brown Hardness: Firm |
20 – 53 ft | Clay | Gray clay, some silt, low permeability, regional aquitard | Color: Gray Hardness: Hard |
53 – 87 ft | Sand & Gravel | Medium to coarse, water-bearing principal aquifer, clean with occasional gravel, minor silt | Color: Brown/Gray Hardness: Loose/Unconsolidated |