Failed leach field? Tank past its life? We replace tanks, drain fields, and full systems to NYSDOH 75-A. Old system decommissioned, new system inspected and documented.
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A field that stays soggy or backs up again right after pumping is usually done; biomat clogging does not heal. A sound tank with a failed field means field-only replacement. A cracked, rusted-out steel, or collapsing tank means tank replacement. We tell you which one you actually need, in writing, before any work starts.
Yes, if the tank passes inspection. We perc test the replacement area, design to NYSDOH 75-A separation and sizing, and tie the new field into your existing tank. If the original field area is exhausted, the new field goes in a reserve area.
From signed contract to mobilization is typically 2-5 weeks, mostly county permit and design time. Active dig time on the property runs about 2-5 days for a conventional replacement, longer for engineered mound systems.
Yes. Design, county health department permit, inspections, and the final as-built all go through us. You sign one contract and get one written fixed price.
Local crew, local soil, local permit office.
Most failed systems in Clay went in decades ago and were sized for smaller households. We do not nurse a dead leach field along with pump-outs. We perc test, design to current NYSDOH 75-A, and put in a system that passes inspection and holds up.
Also see septic systems in Clay, new septic installation, and drain tile repair. Free estimates throughout Central New York.
Clay covers the low-relief lake-plain country in northern Onondaga County, between the Seneca River, the Oneida River, and Oneida Lake. Soils across the town's extensive commercial and warehouse corridor along Route 31 and I-481 are a mix of Minoa fine sandy loam, Lamson very fine sandy loam, and Palmyra gravelly loam on the modest ridges, with Sun and Lyons silt loams in the frequent low swales.
The Three Rivers area, where the Seneca and Oneida join to form the Oswego, controls the regional base-level drainage, and most of Clay's upland parcels sit only a few feet above that elevation. Site work here typically deals with high water tables, flat stormwater gradients, and fine-textured subgrades that require structural fill under any significant slab or pavement load. Trenching usually runs through non-cohesive fine sand or silty loam, so sheet piling and shoring are routine on utility installations. Bedrock is rarely encountered within standard excavation depths. Stormwater permitting ties into the Oswego River watershed, and the town's MS4 program imposes enhanced sediment and phosphorus control on industrial development.
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