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South Boardman, Michigan

Well Drillers Near South Boardman, Michigan

A typical South Boardman area well profile consists of surficial sand/sand & gravel, underlain by sandy clay or clay with gravel, grading again to sand or sand & gravel with water-bearing potential below about 40–60 ft. Most residential wells are completed between 50–100 ft, yielding 10–15 GPM.

Showing contractors within 60 miles of South Boardman. 259 results found.

Typical depth
65 ft
Water table
36 ft
Contractors
259

259 Contractors

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View Local Geology Report

A geological estimate for the South Boardman area.

Typical Well Depth
65 ft
Static Water Level
36 ft
Recommended Method
Rotary - Mud Circulation

Detailed Summary

Based on cross-well averaging of South Boardman region samples, the most common stratigraphic sequence starts with a surficial sand or sand & gravel layer, generally 10–20 ft thick, followed by a mixed or clayey interval, sometimes with gravel, 10–40 ft thick. This transitions to a coarse sand/gravel aquifer, often the primary water-bearing interval, commonly found between 40 and 110 ft. Color is generally described as brown or gray. Hardness is often unreported, but coarse sand and gravel intervals are moderately hard, while clays are soft to medium. Water is typically first encountered above 50 ft; most high-yield intervals occur near or beneath the coarse sand/gravel close to 50–100 ft. The most common drilling method is rotary with mud circulation. Casing is typically PVC, 5 in. diameter, set to bedrock or past the main clay lies. Grout is usually bentonite slurry to at least 50–90 ft. Typical static water levels are between 30 and 48 ft. Estimated residential well completion is 65 ft; higher capacity wells may go to 100–110 ft.

Expected Geological Layers

Depth (Feet)Formation TypeDescriptionCharacteristics
015 ftSand/Sand & GravelWell-sorted, fine to medium sand or sand with some gravel; unconsolidatedColor: Brown
Hardness: Soft
1538 ftClay (Sandy/Gravelly) or Clay & Gravel MixBrown or gray, may include scattered gravel or sand lenses, variable plasticityColor: Brown/Gray
Hardness: Soft to Medium
3865 ftSand & GravelCoarse, water-bearing, abundant gravel, moderate to high permeabilityColor: Brown/Gray
Hardness: Medium
65100 ftSand, Coarse/Fine Interbeds with Some ClayAlternating layers of sand (medium to coarse, water-bearing), occasional thin clay or gravel bedsColor: Brown/Gray
Hardness: Medium

Frequently Asked Questions

A typical residential well in the South Boardman area is drilled to approximately 65 feet to ensure a reliable water supply of 5-15+ gallons per minute.

The static water level, or water table, is typically found around 36 feet below the surface in this region.

Based on cross-well averaging of South Boardman region samples, the most common stratigraphic sequence starts with a surficial sand or sand & gravel layer, generally 10–20 ft thick, followed by a mixed or clayey interval, sometimes with gravel, 10–40 ft thick. This transitions to a coarse sand/gravel aquifer, often the primary water-bearing interval, commonly found between 40 and 110 ft. Color is generally described as brown or gray. Hardness is often unreported, but coarse sand and gravel intervals are moderately hard, while clays are soft to medium. Water is typically first encountered above 50 ft; most high-yield intervals occur near or beneath the coarse sand/gravel close to 50–100 ft. The most common drilling method is rotary with mud circulation. Casing is typically PVC, 5 in. diameter, set to bedrock or past the main clay lies. Grout is usually bentonite slurry to at least 50–90 ft. Typical static water levels are between 30 and 48 ft. Estimated residential well completion is 65 ft; higher capacity wells may go to 100–110 ft.