In-ground swimming pool excavation for residential and commercial properties. Precise depth, clean walls, full spoil removal, and site preparation for the pool crew.
Backwell excavates in-ground swimming pools for residential and commercial properties throughout Sherrill, Oneida County, and the surrounding area. Pool excavation requires precision — the hole needs to be the right depth and dimensions, walls need to be clean and stable, and all spoil needs to be removed from the site before the pool contractor arrives. We work directly with pool companies and homeowners to ensure the dig is done right the first time.
We handle pools of all shapes and sizes including vinyl liner, fiberglass, and gunite pools. Our operators are experienced with the precision required for pool work — setting grades, maintaining clean walls, avoiding damage to access routes, and removing spoil efficiently. We also handle all associated site preparation including access clearing, spoil hauling, and rough grading after installation.
If you are planning an in-ground pool in Sherrill, contact us for a free estimate. We will coordinate directly with your pool contractor on dimensions, access, and timing.
Sherrill occupies a compact footprint on the Oneida County lake plain just north of Oneida, on terrain shaped by Glacial Lake Iroquois and the adjacent drumlin field. Soils across the city are dominated by Palmyra gravelly loam and Howard gravelly loam on the slightly higher outwash benches, with Honeoye silt loam on the drumlin flanks and Lamson and Minoa fine sandy loams in the lower swales.
Drainage flows west and north through Oneida Creek and Sconondoa Creek tributaries toward Oneida Lake. Commercial site work in Sherrill regularly involves cobbly, stony trenching in the outwash, seasonal high water tables on the flatter parcels, and stormwater design that ties into the Oneida Lake watershed framework with its tighter phosphorus and sediment thresholds. Bedrock is deep across the city's buildable land. Frost depth and frost-susceptibility of the fine-textured soils push utility burial and pavement details on most commercial projects, and structural fill is commonly required on the lower-lying commercial and industrial parcels. Projects along the Route 5 corridor through Kenwood and Sherrill routinely require subsurface investigation before finalizing grading and utility plans, and stormwater design typically emphasizes detention over infiltration on the fine-textured parcels.