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Croswell, Michigan

Well Drillers Near Croswell, Michigan

The typical Croswell, MI area geological profile is dominated by an upper sequence of clay (frequently gray or brown), interbedded with lesser sand and gravel zones, grading to deeper, water-bearing sand or sand/gravel aquifers. Residential wells most commonly terminate in these deeper sandy aquifers, usually at depths between 60 and 120 feet. Shallower sandy aquifers exist but are less reliable for consistent residential yields.

Showing contractors within 60 miles of Croswell. 43 results found.

Typical depth
80 ft
Water table
40 ft
Contractors
43

43 Contractors

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View Local Geology Report

A geological estimate for the Croswell area.

Typical Well Depth
80 ft
Static Water Level
40 ft
Recommended Method
Rotary - Mud Circulation

Detailed Summary

Synthesizing the available well log records for the Croswell, MI area, the local geology is best described as a multi-layered glacial sequence. The near-surface is often a thin topsoil over brown or yellow sandy clay, followed by a thick interval of massive or stony gray clay, occasionally interbedded with silt or isolated sand lenses. In many cross-sections, thin to moderate beds of clean sand and/or gravel (sometimes water-bearing) appear at shallow to moderate depths (20-40 ft), but the main aquifer is a thicker, water-productive sand, sand/gravel, or fine sand unit at approximately 60-120 feet below grade. This basal unit typically supplies the best yields (5-20+ GPM for residential use) and is the most commonly targeted interval for screened well completions. Deeper massive clays may continue below, based on deeper wells south and west; however, the greatest reliance is on this intermediate sand/sand-gravel horizon. Grouting (typically with bentonite slurry) is often used to at least 40-100 ft, with PVC or steel casing set nearly to screen depth.

Expected Geological Layers

Depth (Feet)Formation TypeDescriptionCharacteristics
02 ftTopsoilOrganic-rich surface layerColor: Brown/Black
Hardness: Soft
216 ftClay (often yellow or brown)Silty to sandy clay, some local sand or silt stringers possibleColor: Brown/Yellow
Hardness: Medium
1655 ftClay (gray, occasionally stony or hard)Massive, sometimes stony, gray glacial clay, may contain occasional gravel or fine sand seamsColor: Gray
Hardness: Hard
5570 ftClay & Gravel or Silty SandTransition zone, occasionally includes sand/gravel or silty sand lenses. May not be continuous everywhere.Color: Gray/Tan
Hardness: Medium
70120 ftSand/Fine Sand/Sand & Gravel (Water-bearing)Main aquifer zone; clean, medium to fine sand or sand/gravel; high hydraulic conductivity and common screened intervalColor: Tan/Gray
Hardness: Loose-Soft

Frequently Asked Questions

A typical residential well in the Croswell area is drilled to approximately 80 feet to ensure a reliable water supply of 5-15+ gallons per minute.

The static water level, or water table, is typically found around 40 feet below the surface in this region.

Synthesizing the available well log records for the Croswell, MI area, the local geology is best described as a multi-layered glacial sequence. The near-surface is often a thin topsoil over brown or yellow sandy clay, followed by a thick interval of massive or stony gray clay, occasionally interbedded with silt or isolated sand lenses. In many cross-sections, thin to moderate beds of clean sand and/or gravel (sometimes water-bearing) appear at shallow to moderate depths (20-40 ft), but the main aquifer is a thicker, water-productive sand, sand/gravel, or fine sand unit at approximately 60-120 feet below grade. This basal unit typically supplies the best yields (5-20+ GPM for residential use) and is the most commonly targeted interval for screened well completions. Deeper massive clays may continue below, based on deeper wells south and west; however, the greatest reliance is on this intermediate sand/sand-gravel horizon. Grouting (typically with bentonite slurry) is often used to at least 40-100 ft, with PVC or steel casing set nearly to screen depth.