Frequently Asked Questions

Rough grading creates the initial level building pad and establishes drainage slopes after excavation, while finish grading prepares the final surface for landscaping or lawn installation. Rough grading happens before construction begins, finish grading occurs after utility work and foundation completion. Each serves a different phase of site development and requires different equipment precision.

Perk test preparation involves excavating test holes at specific depths and locations required by the health department to evaluate soil drainage rates. Soil composition and water table depth determine whether your property can support a septic system and what type of system is required. Poor test results may require engineered solutions or alternative drain field designs.

Swales work best for redirecting surface water across larger areas where underground drains aren't practical or cost-effective. They're ideal for managing runoff between properties, along driveways, or around building pads on sloped terrain. Properties with heavy clay soil or high water tables often need swales combined with grading corrections to prevent standing water and foundation problems.

Building pad preparation involves excavating to required depth, removing unsuitable soil, compacting subgrade, and grading to create a level surface that meets foundation specifications. Proper pad elevation ensures drainage away from the foundation and prevents settling issues. The pad must also account for utility trenching locations and access for concrete trucks and construction equipment.

Screened topsoil has rocks, roots, and debris removed, creating consistent texture that retains moisture and supports seed germination. Regular fill dirt often contains clay, sand, or subsoil that lacks organic matter and drains poorly. Lawns established on unscreened material struggle with compaction, poor drainage, and weak root development that leads to thin, patchy grass.

Trench depth depends on utility type, frost line requirements, and local code specifications. Water lines must sit below the frost line to prevent freezing, while electrical and gas lines follow different depth standards. Crossing points where utilities intersect require coordination to maintain proper separation and avoid conflicts during excavation.

Exposed soil lacks root structure to hold it in place during rain events, especially on slopes steeper than 3:1. Michigan's freeze-thaw cycles and spring storms accelerate erosion before vegetation establishes. Straw installation creates a protective layer that slows water flow, reduces soil displacement, and maintains seed contact until grass roots stabilize the surface.

Brush removal handles undergrowth, small saplings, and dense vegetation under six inches in diameter that prevents access or construction. Tree removal involves larger specimens that require cutting, stump grinding, and root extraction to prevent future foundation or utility conflicts. Overgrown properties typically need both services to create fully cleared, construction-ready lots.

Gravel driveways handle heavy loads and seasonal freeze-thaw cycles without cracking like asphalt or concrete. They drain naturally, preventing ice buildup and frost heaving common in Michigan winters. Proper base preparation and grading are critical—poorly constructed gravel drives develop ruts, washouts, and require frequent regrading.

Structures are dismantled or mechanically demolished depending on size and construction type, then debris is separated for disposal or recycling. Concrete foundations and slabs are broken up and removed, and the site is graded to match surrounding terrain. The area is left clean and level, ready for new construction, landscaping, or lawn restoration without remnants that interfere with future use.