Layered clay-sandy loam soil near the Trinity bottomland creates perched water conditions that standard uniform-clay base designs do not address; large lot sizes increase drainage design complexity; agricultural runoff from adjacent properties adds upstream catchment volume that must be incorporated into drain sizing.
24-inch soil probe before speccing base, perched water drain tile where needed, agricultural catchment flow incorporated into drain sizing, and standard Beaumont clay protocol on FM 2100 corridor properties.
A site-assessed Crosby installation accounts for the soil profile variability that produces soft spots and drainage failure in installs done without site-specific engineering.
Soil probe to 24 inches, drainage catchment survey, base design adapted to soil profile, geotextile fabric, #57 limestone compaction, perforated drain tile if perched water layer identified, turf placement, infill distribution, flow test.
We work across the FM 2100 corridor, the Crosby Dayton Road area, and Trinity bottomland adjacent properties. The soil profile and drainage engineering approach varies by location — we do not apply a single spec to the entire Crosby service area.